Appendix 2_1Appendix 2
Draft Transportation Impact Analysis
October, 2015
Draft Transportation Impact Analysis
Federal Way City Center
Safeco Plaza
1001 4th Avenue, Suite 4120
Seattle, WA 98154
www.fehrandpeers.com
(206) 576-4220
Prepared by
Table of Contents
Introduction .................................................................................................................................................. 1
Project Description ................................................................................................................................... 1
Affected Environment .................................................................................................................................. 2
Study Area ............................................................................................................................................ 2
Existing Roadway Network .................................................................................................................. 4
Project Area and Existing Land Use .................................................................................................... 7
Corridor Right-of-Way ........................................................................................................................... 9
Existing Traffic Operations ................................................................................................................... 9
Parking ............................................................................................................................................... 15
Collision Analysis ............................................................................................................................... 15
Transit Services ................................................................................................................................. 19
Pedestrian Facilities .......................................................................................................................... 21
Bicycle Facilities ................................................................................................................................ 23
Future Conditions ...................................................................................................................................... 25
Future Year Land Use ........................................................................................................................... 25
Roadway Improvements Assumptions ............................................................................................. 25
Trip Generation.................................................................................................................................. 28
Trip Generation Differences Explained ............................................................................................ 29
Trip Distribution and Assignment ..................................................................................................... 29
Impacts .................................................................................................................................................. 31
Traffic Operations Impact ................................................................................................................. 31
Future Parking Requirements .......................................................................................................... 40
Traffic Safety Impact ......................................................................................................................... 40
Transit Service Impact ...................................................................................................................... 40
Pedestrian and Bicycle Mobility Impact ........................................................................................... 43
Mitigation ............................................................................................................................................... 46
Figures
Figure 1. PM Peak Hour Distribution and Study Intersections ................................................................. 3
Figure 2. Functional Classification ............................................................................................................. 6
Figure 3. Existing Conditions V/C Ratio AM Peak Hour ......................................................................... 12
Figure 4. Existing Conditions V/C Ratio PM Peak Hour ......................................................................... 13
Figure 5. Existing Conditions V/C Ratio Saturday Midday Peak Hour .................................................. 14
Figure 6. Collision Density Heat Map ...................................................................................................... 18
Figure 7. Transit Facilities ....................................................................................................................... 20
Figure 8. Pedestrian Facilities ................................................................................................................. 22
Figure 9. Bicycle Facilities ....................................................................................................................... 24
Figure 10. Transportation Improvement Project Map ........................................................................... 27
Figure 11. Trip Distribution ...................................................................................................................... 30
Figure 12. No Action Alternative V/C Ratio AM Peak Hour ................................................................... 33
Figure 13. No Action V/C Ratio PM Peak Hour ...................................................................................... 34
Figure 14. No Action V/C Ratio Saturday Midday Peak Hour ................................................................ 35
Figure 15. Action V/C Ratio AM Peak Hour ............................................................................................ 37
Figure 16. Action V/C Ratio PM Peak Hour ............................................................................................ 38
Figure 17. Action V/C Ratio Saturday Midday Peak Hour ..................................................................... 39
Figure 18. Future Transit Network .......................................................................................................... 42
Figure 19. Planned Pedestrian Network................................................................................................. 44
Figure 20. Planned Bicycle Network ....................................................................................................... 45
Tables
Table 1. Land Use Mix by Alternative .......................................................................................................... 2
Table 2. Study Intersections Included in Analyses ................................................................................... 4
Table 3. Existing Land Use ......................................................................................................................... 7
Table 4. Right-of-Way for Major Area Streets ............................................................................................ 9
Table 5. Existing Conditions Intersection Analysis Results ................................................................... 11
Table 6. Existing Parking Requirements .................................................................................................. 15
Table 7. Five-year Collision Rates (2010 – 2014) .................................................................................. 16
Table 8. City Center Land Use Future No Action and Action Alternatives ............................................ 25
Table 9. Transportation Improvement Projects through 2025 ............................................................. 26
Table 10. Changes to Study Intersection from TIP ................................................................................ 26
Table 11. Trip Generation by Alternative ................................................................................................. 28
Table 12. 2025 No Action Alternatives Operations Analysis................................................................. 32
Table 13. 2025 Action Alternative Operations Analysis ......................................................................... 36
Table 14. Future Parking Requirements ................................................................................................. 40
Appendix
This appendix includes the intersection geometries, existing intersection traffic counts, future turning
movement forecasts, and level of service (LOS) summaries
Federal Way City Center Transportation Impact Analysis
10/8/2015 1 DRAFT
Introduction
This study describes the transportation impacts associated with the development under the proposed
planned action designation in the Federal Way City Center (FWCC) project located in Federal Way, WA.
This study assesses the expected impact of the proposed land use changes in the City Center planning
area on the City’s transportation systems, including roadway intersections, transit, bicycles, and
pedestrian facilities, and identifies actions and improvements to mitigate the impacts. The study
follows the City of Federal Way Public Works Department Guidelines for the Preparation of
Transportation Impact Analyses (September 9, 2014). Individual development projects proposed
within the Federal Way City Center planning area may be required to provide additional analysis of the
specific impact of their project on the transportation system as directed by the Director of Public Works.
Project Description
The proposed Federal Way City Center will develop an urbanized central core within Federal Way
containing a mix of land uses including housing, retail, and civic uses. The City’s Comprehensive Plan
describes the principal purposes of the Federal Way City Center as to:
Create an identifiable downtown that is the social and economic focus of the City;
Strengthen the City as a whole by providing for long-term growth in employment and housing;
Promote housing opportunities close to employment;
Support development of an extensive regional transportation system;
Reduce dependency on automobiles;
Consume less land with urban development;
Maximize the benefit of public investment in infrastructure and services;
Reduce costs of and time required for permitting;
Provide a central gathering place for the community; and
Improve the quality of urban design for all developments.
This vision will be carried out by encouraging a compact form of development that will mix retail,
commercial, and residential land uses. The FWCC transit center and the FWCC Park & Ride will be a
key component of the planning area, supported by a high level of non-motorized facilities, amenities,
and transit services that will reduce dependency on the automobile and provide transportation
choices.
This report summarizes the analysis of the following alternatives:
2015 Existing Conditions.
2025 No Action Alternative includes an increase in land use in the City Center area. It assumes
the funded Transportation Improvement Projects would be completed in the study area.
2025 Action Alternative includes an increase in land use over the No Action Alternative for
Federal Way’s City Center and the same funded Transportation Improvement Project projects.
The primary difference between the future No Action and Action alternatives is the land use mix. The
Action Alternative provides an increase in the amount of office space, residential, and hotel space.
Table 1 displays the land use mix by alternative.
Federal Way City Center Transportation Impact Analysis
10/8/2015 2 DRAFT
Table 1. Land Use Mix by Alternative
Retail Office
Residential
(units)
Hotel
(rooms)
Existing 1,833,189 67,045 254 230
No Action 2,505,379 329,427 2,179 230
Action 2,452,689 393,545 2,654 830
Affected Environment
This section summarizes the selection of the study area, existing roadway network, the project area
and existing land use. This section also summarizes the findings of the traffic operations of existing
intersections and collisions analysis. The existing transit, pedestrian, and bicycle facilities are also
described.
Study Area
This section summarizes the approach for analyzing 2015 Existing Conditions for intersections and
corridors in the study area; the City of Federal Way’s Guidelines for the Preparation of Transportation
Impact Analyses (September 9, 2014), was used to guide the analysis approach and provides greater
detail.
The study area was developed by using the city’s travel demand model to calculate the anticipated
vehicle volume increase at intersections. Study intersections were identified for analysis if they met
the following conditions:
PM peak hour: Intersection is signalized and outside the City Center with an increase of 30 or
more vehicle trips and a volume-to-capacity (v/c) ratio over 0.7. All intersections surrounding
the City Center area were included in the study area provided they met the City’s threshold
AM and Saturday mid-day peak hours: Intersection is anticipated to experience an increase of
100 or more vehicle trips. All intersections surrounding the City Center that were included in
the PM analysis were included in AM and Saturday analysis.
The study area intersections are presented in Table 2. Figure 1 presents the PM distribution along with
the study intersections. A percentage of total trips generated from the City Center area was used to
determine the intersections potentially impacted by the development. More intersections were
analyzed during the PM peak hour because vehicle volumes were greater compared to the AM and
Saturday Midday peak hours. Also, this provided a more conservative analysis of the overall study area.
Federal Way City Center Transportation Impact Analysis
10/8/2015 3 DRAFT
Figure 1. PM Peak Hour Distribution and Study Intersections
Federal Way City Center Transportation Impact Analysis
10/8/2015 4 DRAFT
Table 2. Study Intersections Included in Analyses
Intersection PM AM Saturday
*S 272 Street & Military Road S X X
S 288th Street & Pacific Hwy S X X
S 288th Street & Military Road S X X
SW 320 Street & 21 Avenue SW X X
S 320 Street & 1 Avenue S X X X
S 320 Street & I-5 SB Ramp X X X
S 320 Street & I-5 NB Ramp X X X
S 320 Street & Military Road S X X X
SW 336 Street & 21 Avenue SW X
S 336 Street & Pacific Hwy S X X X
SW 340 Street & Hoyt Road SW X
SW Campus Drive & 1 Avenue S X
S 348 Street & Pacific Hwy S X X X
S 348 Street & SR 161 X X
SW 356 Street & 21 Avenue SW X
S 356 Street & 1 Avenue S X
S 356 Street & Pacific Hwy S X X X
S 356 Street & Enchanted Parkway S X X
**S 312 Street & 28 Avenue S X X
S 316 Street & Pacific Hwy S X - CC X - CC X - CC
S 312 Street & Pacific Hwy S X - CC X - CC X - CC
S 320 Street & Pacific Hwy S X - CC X - CC X - CC
S 320 Street & 20 Avenue S X - CC X - CC X - CC
S 320 Street & 23 Avenue S X - CC X - CC X - CC
S 324 Street & Pacific Hwy S X - CC X - CC X - CC
Number of Intersections Analyzed 25 18 15
X: Study area intersection included in analysis
X-CC: denotes City Center intersection included in analysis
* Intersection is located outside of City of Federal Way limits
** Unsignalized Intersection
Existing Roadway Network
The existing street network around the City Center is mostly grid-like with four legged intersections.
Interstate-5 (I-5), Pacific Highway / State Route 99 (SR 99), and State Route 161 (SR 161) are in the
study area and provide regional access to the north and south. Access ramps to I-5 are provided at
272nd Street, 320th Street, and 348th Street.
I-5 is a limited access facility that provides four general purpose lanes and a high occupancy vehicle
lane in each direction. The posted speed limit is 60 miles per hour. Pacific Highway South (SR 99) is a
Principal Arterial with five to seven travel lanes, including HOV lanes and turning lanes at intersections.
The posted speed limit on SR 99 is 40 mph south of S 304th Street and 45 mph north of S 304th Street.
SR99 provides access to Seattle and SeaTac International Airport to the north and the city of Tacoma
Federal Way City Center Transportation Impact Analysis
10/8/2015 5 DRAFT
to the south. SR 161 provides access to the City of Puyallup. It is a five lane arterial with a posted
speed limit ranging from 40 mph to 45 mph.
S 272nd Street is a Principal Arterial that runs east-west and provides the City Limits to the north. S
272nd Street provides access to SR 99 at a signalized intersection, as well as ramps to access I-5
northbound and southbound. The roadway has four travel lanes with additional turn lanes.
S 320th Street is a Principal Arterial that runs east-west. The roadway has seven travel lanes in the City
Center and five travel lanes outside of the City Center with additional turning lanes at intersections.
The roadway provides access to SR 99 at a signalized intersection and access ramps to I-5 northbound
and southbound. S 320th Street between SR 99 and I-5 carries over 35,000 vehicles per day.
S 348th Street is a Principal Arterial that runs east-west; it becomes SW Campus Drive west of
1st Avenue S and SR 18 east of Pacific Highway S. S 348th Street has five travel lanes. SR 18 is a state
owned divided highway with two to four lanes in each direction. The roadway provides regional access
continuing east through Auburn and northeast to I-90 in Snoqualmie.
The functional classification of Federal Way’s roadway network is shown in Figure 2.
Federal Way City Center Transportation Impact Analysis
10/8/2015 6 DRAFT
Figure 2. Functional Classification
Federal Way City Center Transportation Impact Analysis
10/8/2015 7 DRAFT
Project Area and Existing Land Use
The City Center project area is bounded by S 324th Street to the south, 23rd Avenue South to the east,
S 312th Street to the north, and SR 99 to the west. Figure 3 shows the Federal Way City Center project
area. The City Center area is a mix of retail, office, senior housing, multi-family households, and hotels.
This area provides the greatest concentration of shopping and businesses in the city of Federal Way.
There are also businesses located on the west side of SR 99 and the area outside of the City Center
is mostly residential. The square footage of the City Center is summarized in Table 3.
Table 3. Existing Land Use
Retail (sq ft) Office (sq ft) Residential
(units)
Hotel
(rooms)
2015 Existing
Conditions 1,833,189 67,045 254 230
Federal Way City Center Transportation Impact Analysis
10/8/2015 8 DRAFT
Figure 3. Project Location
Federal Way City Center Transportation Impact Analysis
10/8/2015 9 DRAFT
Corridor Right-of-Way
The Federal Way Revised Code (FWRC) 1.05.020 describes right-of-way as “… land owned, dedicated
or conveyed to the public or a unit of government, used primarily for the movement of vehicles or
pedestrians and providing for access to adjacent parcels, with the secondary purpose of providing
space for utility lines and appurtenances and other devices and facilities benefiting the public. “Right-
of-way” includes, but is not limited to, any street, easement, sidewalk, or portion thereof under the
jurisdiction of the city.”
The City of Federal Way’s Comprehensive Plan provides a network of “City Center” roadways that meet
the higher level of amenities for the Federal Way City Center planning area (Figure 3). The need for
wider sidewalks, bicycle lanes, street lighting, and street trees resulted in the City designating specific
standards for Federal Way City Center roadways. Table 4 summarizes the required and the typical
amounts of right-of-way found on major roadways within the Federal Way City Center planning area.
Table 4. Right-of-Way for Major Area Streets
Roadway
Required City
Center right-
of-way
Existing right-
of-way
Pacific Highway S (SR 99) 120 feet 100-140 feet
S 324th Street 96 feet 66 feet
S 320th Street 100 feet 100-140 feet
S 316th Street 74 feet 60 feet
S 312th Street 85 feet 60-85 feet
20th Avenue S 60 feet 60 feet
23rd Avenue S 85 feet 80-82 feet
Source: King County Assessor 2003
As summarized in Table 3, Pacific Highway S, S 324th Street, S 316th Street, S 312th Street and 23rd
Avenue S all have inadequate right-of-way. In addition, the City Center plan calls for a number of
internal roadways to create smaller blocks that will improve the grid network and improve the access
for pedestrians and vehicles. These internal grid roads require 70 feet of right-of-way with two vehicle
lanes, 12 feet of sidewalks, and on-street parking. Right-of-way dedication and street improvements
shall be a component of the development submittal phase of a proposed project within the Federal
Way City Center. Additional information on ultimate roadway cross-sections can be found in Map III-4
of the Transportation Element.
Existing Traffic Operations
Traffic counts were collected in Fall 2014 or July 8, 2015 between 4:00 pm and 6:00 pm and
Wednesday July 8, 2015 between 6:00 am and 8:00 am. Saturday traffic counts were collected
July 11, 2015 between 11:00 am and 1:00 pm. The analysis of intersections was completed for the
highest hour of vehicle traffic for the AM, PM, and Saturday midday peak hours.
In 2015, the city of Federal Way revised their level of service (LOS) standard for intersections. This
standard is used to determine whether an intersection is operating at an acceptable condition. The
standard provides a volume-to-capacity (v/c) ratio compared to the previous intersection average
vehicle delay (also known as level of service or LOS). The current standard states that signalized
intersections should have a volume-to-capacity (v/c) ratio less than 1.2 outside of the City Center or
less than 1.0 at any unsignalized intersection. Signalized intersections inside of the City Center should
Federal Way City Center Transportation Impact Analysis
10/8/2015 10 DRAFT
experience an average volume-to-capacity (v/c) ratio of 1.1 or less. An intersection with a volume-to-
capacity ratio greater than the standard is considered deficient and would require mitigation to bring
the intersection into acceptable conditions.
The traffic analysis software Synchro 8 was used to calculate the volume-to-capacity ratios by reporting
results using the Highway Capacity Manual 2000 outputs. The volume-to-capacity ratio is determined
for intersections using Highway Capacity Manual 2000 methodology because it provides an overall
volume-to-capacity (v/c) ratio for signalized intersections. The unsignalized intersection of S 312
Street and 28th Avenue S was analyzed using Highway Capacity Manual 2010 methodology, and the
approach movement with the highest volume-to-capacity (v/c) ratio is reported.
Table 5 and Figure 4 through Figure 6 summarize the results of the intersection operations analysis
including intersection level of service (LOS), average intersection vehicle delay, and volume-to-capacity
(v/c) ratio. None of the intersections were found to be deficient.
The intersection geometries, existing intersection traffic counts, future turning movement forecasts,
and level of service (LOS) summaries are found in the Appendix to this report.
Federal Way City Center Transportation Impact Analysis
10/8/2015 11 DRAFT
Table 5. Existing Conditions Intersection Analysis Results
PM Peak Hour AM Peak Hour Saturday Midday Peak Hour
Study Intersections LOS Delay v/c ratio LOS Delay v/c
ratio LOS Delay v/c ratio
*S 272 Street & Military Road S D 48.9 0.83 D 44.7 0.73
S 288th Street & Military Road S D 51.7 0.74 D 39.8 0.51
S 288th Street & Pacific Highway S D 43.3 0.73 C 24.6 0.48
**S 312 Street & 28 Avenue S D 32.3 0.93 A 8.8 0.29
S 320 Street & 1 Avenue S D 54.2 0.83 C 32.9 0.62 C 33.9 0.63
S 320 Street & I-5 NB Ramp C 21.6 0.66 B 11.5 0.48 B 14.6 0.58
S 320 Street & I-5 SB Ramp C 30.2 0.70 B 11.9 0.56 B 18.4 0.69
S 320 Street & Military Road S D 53.2 0.79 C 29.9 0.69 D 48.5 0.67
S 336 Street & Pacific Highway S D 53.3 0.86 D 44.4 0.50 C 21.7 0.51
S 348 Street & Pacific Highway S E 64.4 0.86 C 34.1 0.70 D 52.9 0.89
S 348 Street & SR 161 E 72.6 0.97 E 78.5 1.08
S 356 Street & 1 Avenue S D 44.9 0.91
S 356 Street & Enchanted Parkway S D 43.6 0.84 C 25.7 0.62
S 356 Street & Pacific Highway S D 53.6 0.87 D 37.8 0.47 D 53.2 0.80
SW 320 Street & 21 Avenue SW D 41.6 0.80 C 31.4 0.52
SW 336 Street & 21 Avenue SW D 49.3 0.72
SW 340 Street & Hoyt Road SW C 34.6 0.76
SW 356 Street & 21 Avenue SW E 55.1 0.79
SW Campus Drive & 1 Avenue S D 42.5 0.64
S 312 Street & Pacific Highway S D 54.9 0.73 C 20.3 0.39 D 42.3 0.58
S 316 Street & Pacific Highway S D 54.7 0.69 A 7.8 0.22 C 28.8 0.59
S 320 Street & 20 Avenue S C 34.6 0.74 A 7.7 0.32 D 36.1 0.67
S 320 Street & 23 Avenue S D 48.3 0.81 C 25.3 0.53 C 30.1 0.66
S 320 Street & Pacific Highway S E 57.1 0.75 C 23.1 0.47 D 37.2 0.74
S 324 Street & Pacific Highway S D 48.0 0.82 B 18.1 0.32 D 35.6 0.71
Average v/c City Center 0.76 0.40 0.67
* Intersection is located outside of City of Federal Way limits
**Unsignalized Intersection
Federal Way City Center Transportation Impact Analysis
10/8/2015 12 DRAFT
Figure 4. Existing Conditions V/C Ratio AM Peak Hour
Federal Way City Center Transportation Impact Analysis
10/8/2015 13 DRAFT
Figure 5. Existing Conditions V/C Ratio PM Peak Hour
Federal Way City Center Transportation Impact Analysis
10/8/2015 14 DRAFT
Figure 6. Existing Conditions V/C Ratio Saturday Midday Peak Hour
Federal Way City Center Transportation Impact Analysis
10/8/2015 15 DRAFT
Parking
The existing number of parking stalls in the Federal Way City Center area reflects the more auto-
orientated development pattern of current land uses. Table 6 summarizes the number of parking
spaces required by City Code for each existing land use.
Table 6. Existing Parking Requirements
Retail Office Residential
(units)
Hotel
(rooms)
Total
Spaces Per
Code (sq ft) (sq ft)
City Code 1 per 300 sq ft 1 per 300 sq ft 1.7 per unit 1 per room
Existing Square Footage 1,833,189 67,045 254 230
Existing Parking Requirement per Code 6,111 223 432 230 6.996
Data provided by the City estimates that there are approximately 8,960 parking stalls provided in the
Federal Way City Center area. As summarizes in Table 5, nearly 2,000 additional parking stalls are
provided above what existing code requires.
Collision Analysis
Review of historical collision data provides an indication of the location and severity of incidents at
intersections and along corridors. Historical analysis is useful in understanding the typical types of
collisions that occur at a particular location; however, the data may not be indicative of future
collision rates or causes. A number of factors can contribute to collisions including:
Traffic congestion (ability to maneuver)
Driver skills (driver age and experience)
Driver behavior (speeding, aggressiveness, driving while intoxicated)
Roadway geometrics (sight distance)
Weather conditions (rain, glare, snow)
Nature (animals, fallen trees)
Vehicle condition, equipment and maintenance (brakes, tires)
Roadway condition (pavement condition)
Five years of collision data, 2010 through 2014, were analyzed to identify collision trends in the
study area. The City requires the identification of high collision intersections and roadway corridors
defined as follows:
A collision rate of more than 1.0 collision per million entering vehicles (MEV) at an
intersection.
A collision rate of more than 10.0 collisions per million vehicle miles (MVM) on a roadway
segment. Roadway segments are defined as arterials and principal collectors between and
including intersections of collectors and arterials.
Federal Way City Center Transportation Impact Analysis
10/8/2015 16 DRAFT
Table 7 provides the calculated collision rates for the study intersections and roadway segments.
Results indicate that three of the 23 intersections and one of the 15 roadway segments could be
considered to have high collision rates. The City has either improved or planned to improve these
locations to address high collision rates.
Table 7. Five-year Collision Rates (2010 – 2014)
Intersection1 Total Collisions Collision Rate (MEV)2
S 288th Street & Military Road S 60 0.99
S 288th Street & Pacific Highway S 47 0.55
S 312 Street & 28 Avenue S 10 0.45
S 320 Street & 1 Avenue S 65 0.89
S 320 Street & I-5 NB Ramp 7 0.09
S 320 Street & I-5 SB Ramp 25 0.29
S 336 Street & Pacific Highway S 62 0.68
S 348 Street & Pacific Highway S 36 0.32
S 348 Street & SR 161 82 0.58
S 356 Street & 1 Avenue S 21 0.38
S 356 Street & Enchanted Parkway S 24 0.39
S 356 Street & Pacific Highway S 37 0.44
SW 320 Street & 21 Avenue SW 45 0.66
SW 336 Street & 21 Avenue SW 79 1.12
SW 340 Street & Hoyt Road SW 28 0.65
SW 356 Street & 21 Avenue SW 25 0.43
SW Campus Drive & 1 Avenue S 38 0.56
S 312 Street & Pacific Highway S 106 1.36
S 316 Street & Pacific Highway S 57 0.86
S 320 Street & 20 Avenue S 45 0.61
S 320 Street & 23 Avenue S 73 0.81
S 320 Street & Pacific Highway S 125 1.09
S 324 Street & Pacific Highway S 43 0.57
Roadway Segment Total Collisions Collision Rate (MVM)2
21st Avenue SW from SR 509 to S 356 St 233 3.03
1st Avenue S from S 312 Street to S 356 St 191 3.73
SR 99 from S 272 Street to S 356 Street 1006 3.87
20th Avenue S from S 312 Street to S 320 Street 50 8.94
23rd Avenue S from S 312 Street to S 322 Street 88 8.52
28th Avenue S from S 312 Street to S 317 Street 8 2.93
S 312th Street from SR 99 to 28th Avenue S 131 9.76
S 316th Street from SR 99 to 23rd Avenue S 50 11.85
S 317th Street between 23rd Avenue S and 28th Avenue S 8 2.85
Federal Way City Center Transportation Impact Analysis
10/8/2015 17 DRAFT
S 320th Street from 1st Avenue S to Military Rd 555 4.81
SW 320th Street from Hoyt Road to 1st Avenue S 125 1.34
S 348th Street from 1st Avenue S to I-5 182 3.12
SW Campus Drive from 21st Avenue SW to 1st Avenue S 173 2.71
SW 340th/336th Street from Hoyt Road to 21st Avenue SW 165 4.66
S 356th Street from 1st Avenue S to 16th Avenue S/Enchanted Pkwy 102 4.29
Note: Bold values indicate high collision locations, as defined by City standards.
1 The City does not maintain data for the study intersections at S 272 Street & Military Road S and S 320 Street & Military Road S
2 MEV = million entering vehicles; MVM = million vehicle miles Source: City of Federal Way Collision Database
The City of Federal Way, in general, attributes the majority of collisions to congestion at roadways
and intersections. The congestion related delay at intersections can result in driver risk-taking by
attempting to reduce wait times. Improving mobility and access to all modes, reducing conflict
points, and reducing travel delay may reduce some types of collision along the corridor. The City
traffic engineering department monitors collision data and corrects roadway and intersection issues
that could contribute to higher collision rates at specific locations. Figure 7 provides a collision
density ‘heat map’ for the analyzed intersections and roadway segments.
Federal Way City Center Transportation Impact Analysis
10/8/2015 18 DRAFT
Figure 7. Collision Density Heat Map
Federal Way City Center Transportation Impact Analysis
10/8/2015 19 DRAFT
Transit Services
Federal Way Transit Center is located within the City Center on S 317th Street between 21st Avenue S
and 23rd Avenue S. Within the study area, S 324th Street, S 320th Street, and S 312th Street are used
to access the Transit Center. The Transit Center is served by Sound Transit routes 574, 577, and 578,
King County Metro routes Rapid Ride A, 179, 181, 182, 183, 187, 193, and 197, and Pierce Transit
routes 402, 500, and 501. Bicycle lockers and 1,190 vehicle parking spaces are provided at the
Transit Center. The parking lot is heavily used during the weekday. The Transit Center provides direct
access to high-occupancy vehicle (HOV) lanes on I-5.
Several bus routes stop in Federal Way with 3,000 to 3,500 person trips made by public transit service
each day. About three percent of peak hour trips within Federal Way are transit trips. Figure 8
summarizes transit facilities in the study area, including King County Metro, Sound Transit, and Pierce
Transit service.
Federal Way City Center Transportation Impact Analysis
10/8/2015 20 DRAFT
Figure 8. Transit Facilities
Federal Way City Center Transportation Impact Analysis
10/8/2015 21 DRAFT
Pedestrian Facilities
The City of Federal Way has pedestrian connectivity with sidewalks on many streets in the study area.
The Bonneville Power Administration (BPA) Trail is a paved pedestrian trail that connects residential
areas to parks. Although there are sidewalks connecting the residential area with the City Center,
walking is not a popular mode choice to shopping because of the high volume and high speed of
vehicles on the roadway network and the relatively long distance between destinations. Figure 9
summarizes existing pedestrian facilities in the City of Federal Way.
Federal Way City Center Transportation Impact Analysis
10/8/2015 22 DRAFT
Figure 9. Pedestrian Facilities
Federal Way City Center Transportation Impact Analysis
10/8/2015 23 DRAFT
Bicycle Facilities
The city’s bicycle network consists of a range of facilities including bike lanes, wide shoulders, and the
BPA Trail. The BPA Trail provides a connection for cyclists to the City Center. However, cyclists must
cross SR 99, which may be a deterrent. Within the City of Federal Way, cyclists can bike on the
sidewalk, except in the City Center where it is prohibited by ordinance. When surveyed as part of the
Comprehensive Plan, residents cited a lack of bicycle infrastructure as the main cycling deterrent.
Figure 10 summarizes existing bicycle facilities in the City.
Federal Way City Center Transportation Impact Analysis
10/8/2015 24 DRAFT
Figure 10. Bicycle Facilities
Federal Way City Center Transportation Impact Analysis
10/8/2015 25 DRAFT
Future Conditions
This section summarizes the transportation effects within the study area and at the City Center. It
includes a summary of the land use assumed for the alternatives and roadway improvement
assumptions.
Future Year Land Use
The Action Alternative proposes a mixed use development, which would provide the variety of land
uses to create an urban center within Federal Way. The difference between the No Action and Action
Alternatives is the land use assumptions in the City Center; the Action Alternative assumes an
increase over the No Action alternative. Table 8 summarizes the land use quantities for the
alternatives. The land use in the rest of the City and the greater Puget Sound Region is the same for
both alternatives.
Table 8. City Center Land Use Future No Action and Action Alternatives
Retail
(sq ft)
Office
(sq ft)
Residential
(units)
Hotel
(rooms)
Existing 1,833,189 67,045 254 230
No Action 2,505,379 329,427 1,925 230
Action 2,452,689 393,545 2,654 830
Roadway Improvements Assumptions
The city’s Transportation Improvement Plan (TIP) highlights funded projects through the year 2040.
Ten of the study intersections are expected to have funded planned projects between 2015 and
2025. Table 9 and Figure 11 summarize the projects assumed to be constructed by 2025 for both
alternatives. Table 11 summarizes the specific improvements planned for study intersections.
Federal Way City Center Transportation Impact Analysis
10/8/2015 26 DRAFT
Table 9. Transportation Improvement Projects through 2025
Project Location Description
A 10th Avenue SW @ SW Campus Drive Add SB right-turn lane
B SR 99 @ S 312th Street Add 2nd left-turn lane NB
C S 304th Street @ 28th Avenue S Add NB right-turn lane, signal
D SW 320th Street @ 21st Avenue SW Add 2nd WB left-turn lane, Interconnect to 26th Ave SW
E S 312th Street @ 28th Avenue S Add SB right-turn lane
F SW 336th Way/SW 340th Street (26th Pl SW to
Hoyt Road SW) Widen to 5 lanes, add signal at 26th Pl SW
G SE 509 @ 11th Place S Add EB left-turn lane
H S 356th Street (SR 99 to SR 161) Widen to 5 lanes
I S 356th Street @ SR 161 Add 2nd NB left to SR 161
J S 320th Street @ 1 Avenue South Add EBL, WBL, WBR, NBT, SBR; widen to 5 lanes N to
316 or Alternative Measure
K S 320th Street @ I-5 Bridge Widening Add HOV lanes, realign ramps in SE quadrant
L SW 344th Street (12th Avenue SW to 21st Avenue SW) Extend 3 lane principal collector
M S 352nd Street (SR 99 to SR 161) Extend 3 lane principal collector
N SR 99: S 340th Street to S 356th Street Construct Arterial HOV lanes, both directions
O Military Rd @ S 342nd Street
Add northbound left-turn lane at the intersection and a
two way left turn lane between S. 340th Street and S.
342nd Street.
P SR 99 @ S 348th Street Add 2nd southbound left turn lane
Table 10. Changes to Study Intersection from TIP
Intersection Improvement Description
SR 99 @ S 312th Street Add 2nd left-turn lane NB
SW 320th Street @ 21st Avenue SW Add 2nd WB left-turn lane
S 312th Street @ 28th Avenue S Add SB right-turn lane
SW 340th Street @ Hoyt Road SW Add WB lane, separate through and left lane.
S 356th Street @ SR 161 Add 2nd NB left to SR 161
S 320th Street @ 1 Avenue South Restrict left turns on all approaches
S 320th Street @ I-5 SB Add through lane on S 320th Street both directions
S 320th Street @ I-5 NB Add through lane on S 320th Street both directions
SR 99 @ S 356th Street Add northbound through lane
SR 99 @ S 348th Street Add 2nd southbound left turn lane
Federal Way City Center Transportation Impact Analysis
10/8/2015 27 DRAFT
Figure 11. Transportation Improvement Project Map
Federal Way City Center Transportation Impact Analysis
10/8/2015 28 DRAFT
Trip Generation
Trip generation rates for the alternatives were developed using a travel demand forecasting model
and Fehr & Peers MainStreet tool. A travel demand forecasting model is a computer model
developed to project traffic volumes and patterns based upon land use and the characteristics of the
transportation system. The roadway network under study, as well as the land use that generates
traffic on that network, is coded into the model. The model projects traffic on the roadway system
based on observed traffic data and statistical data that associates typical travelers’ tendencies with
land use. A model of existing conditions is first created, and calibrated according to observed existing
traffic volumes and patterns. Once a calibrated model is completed, it can be used to project the
traffic volumes and patterns of future land use and transportation network scenarios. The traffic
demand model for this study was created using EMME software. Separate Federal Way travel
demand model runs were developed for the 2025 No Action and 2025 Action Alternatives to reflect
how their land use assumptions would influence travel behavior in the future. The model assumed
the same future roadway improvements for both alternatives.
The MainStreet tool was developed to more accurately predict trip generation in mixed use suburban
centers such as Federal Way’s City Center. MainStreet evaluates whether a reduction rate in new
vehicle trips from the Institute of Traffic Engineers (ITE) Trip Generation Manual could be applied.
This method supplements the travel demand model by recognizing how built environment variables
including density, diversity of land uses, destinations (accessibility), development scale, pedestrian
and bicycle design, distance to transit services, and demographics affect travel. Places with higher
densities, a rich variety of land uses close to one another, and high quality pedestrian, bicycle, and
transit environments have lower vehicle trip generation rates. People have more choices in terms of
both the travel mode as well as how far they must travel to reach various destinations.
The level of vehicle trip reduction applied to the City Center districts varied among the two
alternatives, based on the land uses assumed. This approach is consistent with best practices in
transportation analysis, as documented by the National Cooperative Highway Research Program
(Report 684). Table 11 summarizes the trip generation for the two alternatives.
Table 11. Trip Generation by Alternative
2015
Existing
2025 No Action
Alternative
2025 Action
Alternative
Change from
2025 No Action
to Action
Alternative
AM Peak
Hour
Retail 1450 1817 1789 -28
Office 87 388 466 +78
Hotel 100 93 334 +241
Residential 88 742 1028 +286
Total 1,725 3,040 3,617 +577
PM Peak
Hour
Retail 4347 5542 4923 -619
Office 81 371 401 +30
Hotel 112 105 341 +236
Residential 105 901 1127 +226
Total 4,645 6,919 6,792 -127
Federal Way City Center Transportation Impact Analysis
10/8/2015 29 DRAFT
Trip Generation Differences Explained
The 2025 Action Alternative is anticipated to have more trips than the No Action Alternative in the
AM peak hour (approximately 580 trips), but fewer trips (approximately 130 trips) in the PM peak
hour. The increase in AM peak hour trips results from the increase in land use and lower number of
trips occurring within the City Center. The decrease in PM peak hour trips is because more trips
occur within the City Center area, which is referred to as the internal capture rate. It indicates that
more people choose to walk, bike, or drive between land uses that are within the City Center.
Trip Distribution and Assignment
The trip distribution was based on the EMME Federal Way travel demand model; trip distribution
provides an assessment of the number of people traveling to and from the site. The Saturday midday
peak hour trip distribution was assumed to be the same as the PM peak hour trip distribution. The
trip distribution was similar between the No Action and Action alternatives. Figure 12 summarizes
the trip distribution for the Action Alternative PM peak hour.
Federal Way City Center Transportation Impact Analysis
10/8/2015 30 DRAFT
Figure 12. Trip Distribution
Federal Way City Center Transportation Impact Analysis
10/8/2015 31 DRAFT
Impacts
This section summarizes the transportation effects within the study area. It describes the project’s
impact on traffic operations, safety, transit service, and pedestrian and bicycle mobility.
Traffic Operations Impact
Common to All Alternatives
For the analysis, each of the signalized study intersections was analyzed using a 140 second cycle
length in the PM peak hour and Saturday midday peak hour and a 120 second cycle length for the
AM peak hour. This is consistent with the City of Federal Way’s Guidelines for the Preparation of
Transportation Impact Analyses (September 9, 2014).
No Action Alternative
Table 12 and Figures 13 through 15 provide the operations analysis for the No Action Alternative. As
summarized in Table 12, none of the intersections are anticipated to be deficient based on the City of
Federal Way’s traffic operations standards.
Federal Way City Center Transportation Impact Analysis
10/8/2015 32 DRAFT
Table 12. 2025 No Action Alternatives Operations Analysis
PM Peak Hour AM Peak Hour Saturday Midday Peak Hour
Study Intersection LOS Delay v/c ratio LOS Delay v/c ratio LOS Delay v/c ratio
*S 272 Street & Military Road S F 91.0 1.11 D 49.9 0.90
S 288th Street & Military Road S E 65.4 0.99 C 27.2 0.66
S 288th Street & Pacific Highway S F 124.4 1.01 F 112.4 0.94
**S 312 Street & 28 Avenue S E 47.1 0.97 C 18.3 0.74
S 320 Street & 1 Avenue S C 27.3 0.69 C 28.9 0.72 C 22.4 0.61
S 320 Street & I-5 NB Ramp B 16.9 0.61 C 22.5 0.78 B 14.8 0.52
S 320 Street & I-5 SB Ramp D 42.3 0.78 C 31.1 0.55 C 30.8 0.75
S 320 Street & Military Road S E 65.4 0.97 D 49.8 0.83 D 41.2 0.70
S 336 Street & Pacific Highway S E 59.0 1.06 D 42.3 0.73 C 28.7 0.63
S 348 Street & Pacific Highway S F 91.5 1.09 E 70.4 0.77 F 93.6 1.13
S 348 Street & SR 161 F 87.8 1.08 F 95.4 1.14
S 356 Street & 1 Avenue S E 76.7 1.09
S 356 Street & Enchanted Parkway S D 49.0 0.87 C 34.7 0.76
S 356 Street & Pacific Highway S E 67.8 1.07 E 69.8 0.61 D 52.7 0.87
SW 320 Street & 21 Avenue SW E 59.0 0.94 D 52.5 0.95
SW 336 Street & 21 Avenue SW E 64.4 0.96
SW 340 Street & Hoyt Road SW D 44.2 0.82
SW 356 Street & 21 Avenue SW F 85.4 0.96
SW Campus Drive & 1 Avenue S D 54.5 0.83
S 312 Street & Pacific Highway S D 51.4 0.86 D 39.1 0.72 D 36.4 0.74
S 316 Street & Pacific Highway S C 31.0 0.79 B 14.4 0.42 C 36.6 0.72
S 320 Street & 20 Avenue S C 32.7 0.81 B 19.2 0.46 D 36.5 0.80
S 320 Street & 23 Avenue S E 60.3 1.00 D 39.1 0.80 E 59.1 0.93
S 320 Street & Pacific Highway S E 61.7 0.94 E 55.2 0.80 E 63.7 0.94
S 324 Street & Pacific Highway S E 65.1 1.01 C 25.3 0.68 D 50.8 0.90
Average v/c City Center 0.91 0.68 0.85
* Intersection is located outside of City of Federal Way limits
**Unsignalized Intersection
Federal Way City Center Transportation Impact Analysis
10/8/2015 33 DRAFT
Figure 13. No Action Alternative V/C Ratio AM Peak Hour
Federal Way City Center Transportation Impact Analysis
10/8/2015 34 DRAFT
Figure 14. No Action V/C Ratio PM Peak Hour
Federal Way City Center Transportation Impact Analysis
10/8/2015 35 DRAFT
Figure 15. No Action V/C Ratio Saturday Midday Peak Hour
Federal Way City Center Transportation Impact Analysis
10/8/2015 36 DRAFT
Action Alternative
Table 13 and Figures 16 through 18 provide the operations analysis for the Action Alternative. None
of the intersections are anticipated to be deficient in the Action Alternative based on Federal Way’s
traffic operations standards.
Table 13. 2025 Action Alternative Operations Analysis
PM Peak Hour AM Peak Hour Saturday Midday Peak Hour
Study Intersection LOS Delay v/c ratio LOS Delay v/c ratio LOS Delay v/c ratio
*S 272 Street & Military Road S F 90.6 1.11 D 50.1 0.91
S 288th Street & Military Road S E 64.4 0.99 C 27.6 0.67
S 288th Street & Pacific Highway S F 121.3 1.00 F 121.2 0.96
**S 312 Street & 28 Avenue S E 47.4 0.97 C 18.7 0.72
S 320 Street & 1 Avenue S C 27.2 0.69 C 29.0 0.73 C 24.7 0.61
S 320 Street & I-5 NB Ramp B 17.6 0.60 C 22.4 0.79 B 15.0 0.52
S 320 Street & I-5 SB Ramp C 33.1 0.79 C 31.4 0.57 D 46.6 0.79
S 320 Street & Military Road S E 65.8 0.97 D 50.1 0.86 D 45.4 0.70
S 336 Street & Pacific Highway S E 57.4 1.03 D 45.3 0.75 C 31.4 0.62
S 348 Street & Pacific Highway S F 95.0 1.09 E 66.9 0.78 E 66.7 0.94
S 348 Street & SR 161 F 88.8 1.08 F 96.4 1.14
S 356 Street & 1 Avenue S E 77.1 1.10
S 356 Street & Enchanted Parkway S D 46.7 0.86 D 41.2 0.75
S 356 Street & Pacific Highway S E 66.7 1.06 E 62.7 0.60 D 52.5 0.87
SW 320 Street & 21 Avenue SW E 57.2 0.92 D 54.8 0.99
SW 336 Street & 21 Avenue SW E 64.3 0.96
SW 340 Street & Hoyt Road SW D 43.7 0.81
SW 356 Street & 21 Avenue SW F 83.5 0.95
SW Campus Drive & 1 Avenue S D 53.7 0.85
S 312 Street & Pacific Highway S D 53.5 0.88 D 38.5 0.75 D 48.2 0.76
S 316 Street & Pacific Highway S C 33.7 0.81 B 16.2 0.44 D 35.7 0.73
S 320 Street & 20 Avenue S C 32.1 0.82 C 22.1 0.48 D 36.4 0.81
S 320 Street & 23 Avenue S E 61.4 1.00 D 41.8 0.83 E 59.2 0.95
S 320 Street & Pacific Highway S E 60.5 0.95 E 60.8 0.83 E 59.0 0.93
S 324 Street & Pacific Highway S E 59.3 1.00 C 24.8 0.68 D 50.1 0.89
Average v/c City Center 0.92 0.70 0.86
* Intersection is located outside of City of Federal Way limits
**Unsignalized Intersection
Federal Way City Center Transportation Impact Analysis
10/8/2015 37 DRAFT
Figure 16. Action V/C Ratio AM Peak Hour
Federal Way City Center Transportation Impact Analysis
10/8/2015 38 DRAFT
Figure 17. Action V/C Ratio PM Peak Hour
Federal Way City Center Transportation Impact Analysis
10/8/2015 39 DRAFT
Figure 18. Action V/C Ratio Saturday Midday Peak Hour
Federal Way City Center Transportation Impact Analysis
10/8/2015 40 DRAFT
The operations analysis shows that the Future No Action and Future Action result in very similar
impact on the study intersections.
Future Parking Requirements
Common to All Alternatives
As summarized in Table 14, both the No Action and Action Alternatives would require an increase in
parking requirements above the existing parking requirements (see Table X). These increases
assume full development of the City Center. Almost 15,000 parking spaces would be required to
meet the proposed Action Alternative. The number of parking spaces represents the City’s Parking
Code requirements.
Table 14. Future Parking Requirements
Retail Office Residential
(units)
Hotel
(rooms)
Total
Parking
Spaces per
Code (sq ft) (sq ft)
City Code Requirement 1 per 300 sq ft 1 per 300 sq ft 1.7 per unit 1 per
room
Action Land Use 2,452,689 393,545 2,654 830
Action Parking Spaces Needed 8,176 1,312 4,512 830 14,830
No Action Land use 2,505,379 329,427 1,925 230
No Action Parking Spaces Needed 8,351 1,098 3,273 230 12,952
Traffic Safety Impact
Common to All Alternatives
The City of Federal Way Comprehensive Plan identifies that congestion is a common contributing
factor to vehicle collisions. As the amount of traffic increases increase within the area, the probability
of traffic collisions would be expected to increase as well. Congestion is a primary factor in collision
rates.
Both the Action and No Action Alternatives would increase the total vehicle volume of vehicles at the
high collision locations identified in Table 4. Compared to the No Action Alternative, the Action
Alternative would result in fewer added trips during the PM peak hour, the period of highest traffic
congestion during a typical day. The Alternatives also make up only a small portion of the entering
trips for the surrounding intersections. In addition, roadway improvements designed to reduce
congestion may lower congestion associated collisions.
Transit Service Impact
Common to All Alternatives
In the next ten years, demand for transit service in the City Center is expected to increase with the
increase in jobs and households. Transit demand is to be addressed as part of the City’s
Comprehensive Plan. Figure 19 displays the future transit service network, including the proposed
Light Rail alignment, anticipated to be opened in 2035. The City has identified SR 99 and S 320th
Street along with 21st Avenue SW and 16 Avenue S as transit priority corridors.
Federal Way City Center Transportation Impact Analysis
10/8/2015 41 DRAFT
Action Alternative
For this alternative the increase in households and office space compared to the No Action Alternative
is anticipated to increase demand for transit service in the City Center.
Federal Way City Center Transportation Impact Analysis
10/8/2015 42 DRAFT
Figure 19. Future Transit Network
Federal Way City Center Transportation Impact Analysis
10/8/2015 43 DRAFT
Pedestrian and Bicycle Mobility Impact
Common to All Alternatives
The land use mix for the No Action and Action alternatives encourages walking and bicycling in and
around the City Center. The City’s Bicycle and Pedestrian Master Plan adopted in March 2012
highlights planned bicycle and pedestrian facilities in the City. All roads within the City Center either
have an existing sidewalk or have been identified as a location for proposed sidewalks.
Some roads around the City Center, including S 324th Street, S 308th Street, and 11th Place S, have
been identified as locations for future bicycle facilities.
The alternatives along with the proposed bicycle and pedestrian facilities highlighted in the Bicycle
and Pedestrian Master Plan will increase safety and encourage walking and bicycling as a mode of
transportation in and around the City Center.
Figure 20 and Figure 21 display the planned pedestrian and bicycle future networks, respectively.
Federal Way City Center Transportation Impact Analysis
10/8/2015 44 DRAFT
Figure 20. Planned Pedestrian Network
Federal Way City Center Transportation Impact Analysis
10/8/2015 45 DRAFT
Figure 21. Planned Bicycle Network
Federal Way City Center Transportation Impact Analysis
10/8/2015 46 DRAFT
Mitigation
This section summarizes the proposed mitigation anticipated to be required beyond the roadway
improvements assumed to be constructed by 2025.
Existing Roadway Network
Both the No Action and Action Alternatives would increase the density and activity within the Federal
Way City Center area. The increased density could increase traffic congestion; however, these
increases may be offset by reduced vehicle travel demand resulting from mixed-use development,
improvements to pedestrian facilities, and improved transit services. Based on the level of service
(LOS) analysis, no additional roadway capacity improvements are needed.
Parking
Additional parking spaces will be required on site for both the No Action and Action Alternatives. These
spaces may be provided on the site or as part of parking garages assumed as part of the Federal Way
City Center development. The number of parking spaces required could be reduced through shared
parking arrangements or transportation demand management programs. This reduction could vary
from 10 percent to 20 percent based on the effectiveness and robustness of the programs
implemented.
Additional Mitigation
The mitigation identified in this section is focused on additional improvements that could be required
to meet the expected travel demand on area roadways associated with the proposed development in
the project area.
Development will need to meet the requirements of applicable codes at the time of application. Such
requirements might include the dedication of right-of-way, installing curbs gutters and sidewalks,
drainage improvements, and other requirements of the City. Additional mitigation may be required for
individual development applications within the project area to reduce area traffic impacts or improve
on-site circulation and to meet City and State requirements for Commute Trip Reduction and
Transportation Demand Management.
Actions to be considered include:
On-site improvements – Driveway and circulation actions to minimize impact on area roadways.
Actions may include management of access points, traffic control measures, construction of internal
roadways, pedestrian and bicycle improvements, and connections to adjacent developments.
Non-Motorized mode improvements – Mitigation may be required per site specific and land use
development proposals to address pedestrian, bicycle, and transit improvements to support the plans,
policies, and goals as noted within the City of Federal Way Transportation Element.
Grid Roadway Development – Part of the City Center Plan is to develop a number of internal roadways
to create smaller blocks that will improve the grid network and improve the access for pedestrians and
vehicles. Right-of-way dedication and street improvements shall be a component of the development
submittal phase of a proposed project within the project area. Roadways within the project area must
Federal Way City Center Transportation Impact Analysis
10/8/2015 47 DRAFT
meet specific “City Center” design standards as specified in the Transportation Element (Chapter 3)
of the City of Federal Way Comprehensive Plan.
Right-of-way Dedication – Right-of-way dedication and frontage improvements may be required in
conjunction with proposed developments. Roadways within the project area must meet specific “City
Center” design standards as specified in the Transportation Element (Chapter 3) of the City of Federal
Way Comprehensive Plan.
Transportation Demand Management (TDM) – TDM actions can be used to reduce the impact of the
project and as a mitigation action. These actions may include provision of transit passes to tenants
and employees, ridesharing programs, priority carpool parking, and guaranteed ride home programs.
TDM actions are designed to primarily address commute trips and may not be applicable as mitigation
for all developments. The City of Federal Way Comprehensive Plan summarizes TDM alternatives by
their functional grouping and potential effectiveness, implementation difficulties, and expected cost
effectiveness. These strategies include: Telecommuting, Parking Management and Pricing, Flexible
Work Schedule, Rideshare programs, Traveler Information, Public Relations, and Marketing.
The following are a list of recommended mitigation measures that can be considered in conjunction
with individual development projects within the project area:
1. Encourage voluntary expansion of the CTR Program to employers of less than 100 employees.
The encouragement by employers may be as diverse as subsidized bus passes, car pool space
priority, bike racks, shower facilities, van pools, car pool information access, telecommuting,
variable work hours, etc.
2. Encourage the formation and expansion of area-wide ride-sharing programs. Such programs
operate with little direct cost to the City and are highly cost effective.
3. Support the enhancement of Park and Ride facilities and transit centers to supplement the
regional system, either directly through physical development or enhancements or indirectly
through development conditions where employer vans are required to shuttle employees to
Park and Ride facilities or transit centers.
4. Facilitate enhancements to the HOV system. This may include the dedication of property for
HOV lanes, construction of arterial HOV lanes within existing City ROW, and priority treatments
for buses at traffic signals. At the very least, where feasible, opportunities to enhance access
to the State system of HOV lanes should be considered.
5. Achieve increased densities and mix of uses to support public transportation, decrease trip
generation and parking impacts.
6. Encourage facilities (shelters, loading spaces, etc.) to accommodate City Center shuttle service
in association with development projects, together with enhanced pedestrian and bicycle
access and security.
7. Improve pedestrian and bicycle access to bus routes and transit centers. This can be a
requirement of subdivision, development, and redevelopment. The City may need to acquire
easements and construct trail connections. Development incentives could be granted for
providing such amenities that are pedestrian, bike, and transit friendly. While bicycle,
pedestrian, and bus transit services and facilities may be desirable for other reasons; they
should not be looked on as highly cost-effective strategies to the exclusion of those actions
listed above.
Neighborhood Traffic Control – Development within the project area may be required to include actions
to reduce the impact of cut through traffic on residential areas. Examples of neighborhood traffic
control actions include: turn restrictions, speed controls, traffic enforcement, and parking restrictions.
Federal Way City Center Transportation Impact Analysis
10/8/2015 48 DRAFT
Parking – Mitigation actions that reduce the parking requirements within the project area should be
encouraged. Examples include shared parking, employee parking programs, parking time restrictions,
paid parking programs. Shared parking strategies focus on looking at opportunities where adjacent
uses have parking demand profiles that can support the sharing of a smaller amount of parking
spaces. For example, an office building with an 8 AM to 5 PM demand could share its parking with
evening dominated uses such as restaurants, or a cinema. A parking demand study, which shows the
hourly parking demand profiles for adjacent uses and the potential for joint parking opportunities
within a mixed-use development, can be used to reduce the number of parking spaces.
In addition, contained in the above TDM mitigation are strategies that overlap with parking mitigation
plans for development. A development may propose a plan and management system to the City for
approval upon submittal of the development permit. Those items may contain the following in support
of the City of Federal Way and state Commute Trip Reduction (CTR) requirements:
ALTERNATIVE MODE SUPPORT MEASURES
Public education and promotion may increase the effectiveness of these other strategies up to 3%.
Area-wide Ride matching Services – May result in a 0.1-3.6% reduction in vehicle miles traveled (VMT)
and an up to 2.5% VMT reduction in transit services. Reductions in parking required may be calculated
on the basis of these lower trip-generation rates.
Vanpool Service – May result in an up to 8.3% in commute VMT, as well as a reduction in transit and
vanpool fares up to 2.5%. Reductions in parking required may be calculated on the basis of these
lower trip-generation rates.
Non-Motorized Modes plan and implementation – May result in an up to 0-2% regional VMT reduction.
Reductions in parking required may be calculated on the basis of these lower trip-generation rates.
HOV Facilities – May result in an up to 1.5% VMT reduction and 0.2% vehicle trip reduction. Reductions
in parking required may be calculated on the basis of these lower trip-generation rates.
On site development of Park and Ride program – May result in up to 0-0.5% VMT reduction. Reductions
in parking required may be calculated on the basis of these lower trip-generation rates.
EMPLOYER-BASED TDM MEASURES
Parking mitigation -- Monetary incentives may result in an up to 8-18% trip reduction at site. Reductions
in parking required may be calculated on the basis of these lower trip-generation rates.
Alternative Work Schedules – May result in as much as a 1% regional VMT reduction. Reductions in
parking required may be calculated on the basis of these lower trip generation rates.
Commute Support Programs – May result in up to 0.1-2.0% regional VMT reduction. Reductions in
parking required may be calculated on the basis of these lower trip generation rates.
Parking Management – May result in up to a 20 to 30% reduction in SOV trips to/from the site.
Reductions in parking required may be calculated on the basis of these lower trip-generation rates.
Telecommuting – Up to 10% commute VMT reduction. Reductions in parking required may be
calculated on the basis of these lower trip-generation rates.
OTHER STRATEGIES
Federal Way City Center Transportation Impact Analysis
10/8/2015 49 DRAFT
Parking Tax – May result in up to a 1 to 5% reduction in regional VMT and trip generation, but requires
City Council and/or legislative action. Reductions in parking required may be calculated on the basis
of these lower trip-generation rates.
Development Parking Impact Mitigation – Requires Council approval to allow for payment of parking-
mitigation funds towards long term investments in structured parking solutions in lieu of full parking
requirement. Reductions in parking required may be calculated on the basis of these lower trip-
generation rates.
Mixed Land Use/Jobs Housing Balance – May result in VMT reductions up to 10%. Parking stall credit
is given based on overlapping shared usage of mixed facility, per City Code provisions.
Transit-Oriented and Pedestrian-Friendly Design – Site and building design that encourages transit
usage and/or walking may reduce overall parking requirement. Requires design review and staff
approval.
Employment Center Density - Achievement of sufficient density within the City Center to constitute a
regional employment center may reduce SOV work trips to individual development projects by up to
50%. Parking stall reductions may also apply to developments.
Other Parking Management Plans – May mitigate 1 to 5% region-wide VMT, provided enforcement
issues are addressed in the mitigation plan.
Appendix A
Existing Geometries, Traffic Counts, and LOS Analysis
Results
HCM Signalized Intersection Capacity Analysis
2550: Pacific Hwy S/Pacific Hwy S & S 312 St 7/29/2015
Synchro 8 Report2015 AM Base SK Page 1
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBLSBT
Lane Configurations
Volume (vph)248284393110741336540930334
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)1%0%0%0%
Total Lost time (s)5.05.0 5.05.0 5.05.0 5.05.0
Lane Util. Factor 1.000.95 1.000.95 1.000.91 1.000.91
Frpb, ped/bikes 1.000.99 1.000.97 1.001.00 1.001.00
Flpb, ped/bikes 0.971.00 0.991.00 1.001.00 1.001.00
Frt 1.000.98 1.000.96 1.001.00 1.001.00
Flt Protected 0.951.00 0.951.00 0.951.00 0.951.00
Satd. Flow (prot)1681345417293262 1759507817555058
Flt Permitted 0.651.00 0.461.00 0.951.00 0.951.00
Satd. Flow (perm)11553454 8323262 1759507817555058
Peak-hour factor, PHF0.950.950.950.950.950.950.950.950.950.950.950.95Adj. Flow (vph)261299413311343338568932352RTOR Reduction (vph)0120039 0001000Lane Group Flow (vph)2613280331170041576032352Confl. Peds. (#/hr)45 3522 74 29Heavy Vehicles (%)1%1%1%2%2%2%1%1%1%1%2%2%Bus Blockages (#/hr)624446446224
Turn Type D.P+PNAD.P+PNA ProtProtNA ProtNAProtected Phases 74 38 552 16Permitted Phases 8 4Actuated Green, G (s)31.027.0 31.012.3 4.953.2 7.856.1Effective Green, g (s)29.026.0 29.011.3 4.953.2 7.856.1Actuated g/C Ratio0.260.24 0.260.10 0.040.48 0.070.51Clearance Time (s)4.04.0 4.04.0 5.05.0 5.05.0Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)389816 243335 782455 1242579v/s Ratio Prot c0.110.09 0.000.04 c0.02c0.11c0.020.07v/s Ratio Perm c0.07 0.03v/c Ratio 0.670.40 0.140.35 0.530.23 0.260.14Uniform Delay, d1 35.335.4 30.545.9 51.416.5 48.414.2Progression Factor0.800.78 0.980.99 1.040.34 0.880.87Incremental Delay, d23.50.1 0.10.2 2.90.2 0.40.1Delay (s)31.827.7 30.145.9 56.25.8 43.212.5Level of Service CC CD EA DBApproach Delay (s)29.4 43.1 9.1 13.5Approach LOS C D A B
Intersection Summary
HCM 2000 Control Delay 20.3HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.39Actuated Cycle Length (s) 110.0Sum of lost time (s)20.0Intersection Capacity Utilization 68.4%ICU Level of Service CAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
2550: Pacific Hwy S/Pacific Hwy S & S 312 St 7/29/2015
Synchro 8 Report2015 AM Base SK Page 2
Movement SBR
Lane Configurations
Volume (vph)50
Ideal Flow (vphpl)1900
Grade (%)
Total Lost time (s)5.0
Lane Util. Factor 1.00
Frpb, ped/bikes 0.97
Flpb, ped/bikes 1.00
Frt 0.85
Flt Protected 1.00
Satd. Flow (prot)1516
Flt Permitted 1.00
Satd. Flow (perm)1516
Peak-hour factor, PHF0.95Adj. Flow (vph)53RTOR Reduction (vph)18Lane Group Flow (vph)35Confl. Peds. (#/hr)13Heavy Vehicles (%)2%Bus Blockages (#/hr)4
Turn Type pm+ovProtected Phases 7Permitted Phases 6Actuated Green, G (s)74.8Effective Green, g (s)72.8Actuated g/C Ratio0.66Clearance Time (s)4.0Vehicle Extension (s)2.0
Lane Grp Cap (vph)1003v/s Ratio Prot 0.01v/s Ratio Perm0.02v/c Ratio 0.03Uniform Delay, d1 6.4Progression Factor0.27Incremental Delay, d20.0Delay (s)1.7Level of Service AApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
2750: Pacific Hwy S & S 316 St 7/29/2015
Synchro 8 Report2015 AM Base SK Page 3
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)6533083781558448431
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-2%0%2%
Total Lost time (s)5.05.0 5.05.0 5.05.0 5.0
Lane Util. Factor 1.001.00 1.001.00 1.000.91 1.00
Frpb, ped/bikes 1.000.99 1.000.98 1.001.00 1.00
Flpb, ped/bikes 0.991.00 0.981.00 1.001.00 1.00
Frt 1.000.94 1.000.88 1.000.99 1.00
Flt Protected 0.951.00 0.951.00 0.951.00 0.95
Satd. Flow (prot)1779174917271605 17694995 1749
Flt Permitted 0.721.00 0.751.00 0.951.00 0.95
Satd. Flow (perm)1357174913681605 17694995 1749
Peak-hour factor, PHF0.910.910.910.910.910.910.910.910.910.910.910.91Adj. Flow (vph)7533394191664253434RTOR Reduction (vph)0300380005000Lane Group Flow (vph)750331200256900038Confl. Peds. (#/hr)7 1717 7 12 9 9Heavy Vehicles (%)1%1%1%2%2%2%1%1%1%1%3%3%Bus Blockages (#/hr)232202202323
Turn Type pm+ptNApm+ptNA ProtProtNA ProtProtProtected Phases 74 38 552 11Permitted Phases 4 8Actuated Green, G (s)8.27.0 13.89.8 6.076.2 4.8Effective Green, g (s)6.26.0 11.88.8 6.076.2 4.8Actuated g/C Ratio0.060.05 0.110.08 0.050.69 0.04Clearance Time (s)4.04.0 4.04.0 5.05.0 5.0Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.0
Lane Grp Cap (vph)7795 156128 963460 76v/s Ratio Prot 0.000.00c0.010.01 0.01c0.14 c0.02v/s Ratio Perm 0.00 c0.02v/c Ratio 0.090.05 0.210.10 0.260.20 0.50Uniform Delay, d1 49.249.3 44.946.9 49.96.0 51.4Progression Factor1.001.00 1.001.27 0.550.23 0.81Incremental Delay, d20.20.1 0.20.1 0.50.1 1.9Delay (s)49.449.4 45.059.6 27.71.5 43.3Level of Service DD DE CA DApproach Delay (s)49.4 53.8 2.4Approach LOS D D A
Intersection Summary
HCM 2000 Control Delay 7.8HCM 2000 Level of Service AHCM 2000 Volume to Capacity ratio 0.22Actuated Cycle Length (s) 110.0Sum of lost time (s)20.0Intersection Capacity Utilization 43.5%ICU Level of Service AAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
2750: Pacific Hwy S & S 316 St 7/29/2015
Synchro 8 Report2015 AM Base SK Page 4
Movement SBTSBR
Lane Configurations
Volume (vph)3676
Ideal Flow (vphpl)19001900
Grade (%)-2%
Total Lost time (s)5.0
Lane Util. Factor 0.91
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 1.00
Flt Protected 1.00
Satd. Flow (prot)5055
Flt Permitted 1.00
Satd. Flow (perm)5055
Peak-hour factor, PHF0.910.91Adj. Flow (vph)4037RTOR Reduction (vph)10Lane Group Flow (vph)4090Confl. Peds. (#/hr)12Heavy Vehicles (%)3%3%Bus Blockages (#/hr)20
Turn Type NAProtected Phases 6Permitted PhasesActuated Green, G (s)75.0Effective Green, g (s)75.0Actuated g/C Ratio0.68Clearance Time (s)5.0Vehicle Extension (s)2.0
Lane Grp Cap (vph)3446v/s Ratio Prot 0.08v/s Ratio Permv/c Ratio 0.12Uniform Delay, d1 6.1Progression Factor0.49Incremental Delay, d20.1Delay (s)3.0Level of Service AApproach Delay (s)6.5Approach LOS A
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3050: Pacific Hwy S & S 320 St 7/29/2015
Synchro 8 Report2015 AM Base SK Page 5
Movement EBUEBLEBTEBRWBUWBLWBTWBRNBLNBTNBRSBL
Lane Configurations
Volume (vph)218599741110840587733915597
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-6%0%2%
Total Lost time (s)5.05.0 5.05.05.05.05.0 5.0
Lane Util. Factor 0.970.91 0.970.911.000.970.91 0.97
Frpb, ped/bikes 1.001.00 1.001.000.991.001.00 1.00
Flpb, ped/bikes 1.001.00 1.001.001.001.001.00 1.00
Frt 1.000.99 1.001.000.851.000.98 1.00
Flt Protected 0.951.00 0.951.001.000.951.00 0.95
Satd. Flow (prot)33115266 343348871476337748643406
Flt Permitted 0.951.00 0.951.001.000.951.00 0.95
Satd. Flow (perm)33115266 343348871476337748643406
Peak-hour factor, PHF0.920.920.920.920.920.920.920.920.920.920.920.92Adj. Flow (vph)22011084451117440957942560105RTOR Reduction (vph)00300004901900Lane Group Flow (vph)020311260011844046794660105Confl. Peds. (#/hr)1 14 77Heavy Vehicles (%)2%9%0%8%1%2%5%8%1%3%6%3%Bus Blockages (#/hr)804040808044
Turn Type ProtProtNA ProtProtNAPermProtNA ProtProtected Phases 774 338 52 1Permitted Phases 8Actuated Green, G (s)10.055.7 7.953.653.65.917.7 8.7Effective Green, g (s)10.055.7 7.953.653.65.917.7 8.7Actuated g/C Ratio 0.090.51 0.070.490.490.050.16 0.08Clearance Time (s)5.05.0 5.05.05.05.05.0 5.0Vehicle Extension (s)2.02.0 2.02.02.02.02.0 2.0
Lane Grp Cap (vph)3012666 2462381719181782 269v/s Ratio Prot c0.06c0.21 c0.030.09 0.02c0.10c0.03v/s Ratio Perm 0.03v/c Ratio 0.670.42 0.480.180.060.440.60 0.39Uniform Delay, d1 48.417.0 49.115.914.950.442.8 48.1Progression Factor 0.760.59 0.920.601.001.370.86 0.77Incremental Delay, d2 3.90.4 0.50.20.20.60.8 0.3Delay (s)40.810.5 45.69.715.169.937.5 37.6Level of Service DB DABED DApproach Delay (s)15.1 16.9 42.1Approach LOS B B D
Intersection Summary
HCM 2000 Control Delay 23.1HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.47Actuated Cycle Length (s) 110.0Sum of lost time (s)20.0Intersection Capacity Utilization 70.1%ICU Level of Service CAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3050: Pacific Hwy S & S 320 St 7/29/2015
Synchro 8 Report2015 AM Base SK Page 6
Movement SBTSBR
Lane Configurations
Volume (vph)22971
Ideal Flow (vphpl)19001900
Grade (%)-2%
Total Lost time (s)5.05.0
Lane Util. Factor 0.911.00
Frpb, ped/bikes 1.000.98
Flpb, ped/bikes 1.001.00
Frt 1.000.85
Flt Protected 1.001.00
Satd. Flow (prot)49891399
Flt Permitted 1.001.00
Satd. Flow (perm)49891399
Peak-hour factor, PHF0.920.92Adj. Flow (vph)24977RTOR Reduction (vph)063Lane Group Flow (vph)24914Confl. Peds. (#/hr)4Heavy Vehicles (%)5%11%Bus Blockages (#/hr)08
Turn Type NAPermProtected Phases 6Permitted Phases 6Actuated Green, G (s)20.520.5Effective Green, g (s)20.520.5Actuated g/C Ratio0.190.19Clearance Time (s)5.05.0Vehicle Extension (s)2.02.0
Lane Grp Cap (vph)929260v/s Ratio Prot 0.05v/s Ratio Perm0.01v/c Ratio 0.270.06Uniform Delay, d1 38.336.8Progression Factor0.741.00Incremental Delay, d20.10.0Delay (s)28.336.8Level of Service CDApproach Delay (s)32.1Approach LOSC
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3052: 20 Av S & S 320 St 7/29/2015
Synchro 8 Report2015 AM Base SK Page 7
Movement EBLEBTEBRWBUWBLWBTWBRNBLNBTNBRSBLSBT
Lane Configurations
Volume (vph)37107317118599428423710
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-3%2%-1%-3%
Total Lost time (s)5.05.0 5.05.0 5.05.0 5.05.0
Lane Util. Factor 0.970.91 0.970.91 1.001.00 1.001.00
Frpb, ped/bikes 1.001.00 1.001.00 1.001.00 1.000.99
Flpb, ped/bikes 1.001.00 1.001.00 1.001.00 1.001.00
Frt 1.001.00 1.000.99 1.000.95 1.000.90
Flt Protected 0.951.00 0.951.00 0.951.00 0.951.00
Satd. Flow (prot)35545172 333348251679181416391655
Flt Permitted 0.951.00 0.951.00 0.781.00 0.751.00
Satd. Flow (perm)35545172 333348251386181413001655
Peak-hour factor, PHF0.950.950.950.950.950.950.950.950.950.950.950.95Adj. Flow (vph)39112918128631448423911RTOR Reduction (vph)0100040020019Lane Group Flow (vph)3911460020671 08403913Confl. Peds. (#/hr)11113Heavy Vehicles (%)0%1%0%2%7%5%0%6%0%0%10%0%Bus Blockages (#/hr)040404040440
Turn Type ProtNA ProtProtNApm+ptNApm+ptNAProtected Phases 52 116 74 38Permitted Phases 4 8Actuated Green, G (s)3.777.1 4.077.4 6.65.6 13.28.9Effective Green, g (s)3.777.1 4.077.4 5.65.1 12.28.4Actuated g/C Ratio0.030.70 0.040.70 0.050.05 0.110.08Clearance Time (s)5.05.0 5.05.0 4.54.5 4.54.5Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)1193625 1213395 7184 155126v/s Ratio Prot 0.01c0.22 0.01c0.14 0.000.00c0.010.01v/s Ratio Perm 0.01 c0.02v/c Ratio 0.330.32 0.170.20 0.110.05 0.250.10Uniform Delay, d1 51.96.3 51.45.6 49.850.1 44.847.3Progression Factor0.860.77 0.800.60 1.001.00 1.061.10Incremental Delay, d20.50.2 0.20.1 0.30.1 0.30.1Delay (s)45.35.1 41.53.5 50.150.2 47.852.1Level of Service DA DA DD DDApproach Delay (s)6.4 4.6 50.1 49.7Approach LOS A A D D
Intersection Summary
HCM 2000 Control Delay 7.7HCM 2000 Level of Service AHCM 2000 Volume to Capacity ratio 0.32Actuated Cycle Length (s) 110.0Sum of lost time (s)20.0Intersection Capacity Utilization 39.7%ICU Level of Service AAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3052: 20 Av S & S 320 St 7/29/2015
Synchro 8 Report2015 AM Base SK Page 8
Movement SBR
Lane Configurations
Volume (vph)20
Ideal Flow (vphpl)1900
Grade (%)
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF0.95Adj. Flow (vph)21RTOR Reduction (vph)0Lane Group Flow (vph)0Confl. Peds. (#/hr)3Heavy Vehicles (%)6%Bus Blockages (#/hr)4
Turn TypeProtected PhasesPermitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Vehicle Extension (s)
Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3055: 23 Av S & S 320 St 7/29/2015
Synchro 8 Report2015 AM Base SK Page 9
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)998852213170714914881052978654
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)5%-5%1%0%
Total Lost time (s)5.05.0 5.05.0 5.05.05.05.05.0
Lane Util. Factor 0.970.91 0.970.91 1.001.001.000.971.00
Frpb, ped/bikes 1.001.00 1.001.00 1.001.000.991.000.99
Flpb, ped/bikes 1.001.00 1.001.00 1.001.001.001.001.00
Frt 1.001.00 1.000.97 1.001.000.851.000.94
Flt Protected 0.951.00 0.951.00 0.951.001.000.951.00
Satd. Flow (prot)314849483483499517671361153733921545
Flt Permitted 0.951.00 0.951.00 0.951.001.000.951.00
Satd. Flow (perm)314849483483499517671361153733921545
Peak-hour factor, PHF0.860.860.860.860.860.860.860.860.860.860.860.86Adj. Flow (vph)1151029261528221731610212234510063RTOR Reduction (vph)020025000900220Lane Group Flow (vph)11510530152970016102323451410Confl. Peds. (#/hr)2 11 21 44 1Heavy Vehicles (%)5%1%0%1%3%2%0%30%1%2%11%10%Bus Blockages (#/hr)166101041641666104
Turn Type ProtNA ProtNA ProtNApm+ovProtNAProtected Phases 74 38 52316Permitted Phases 2Actuated Green, G (s)10.051.3 8.750.0 2.614.122.816.928.4Effective Green, g (s)10.051.3 8.750.0 2.113.622.816.427.9Actuated g/C Ratio0.090.47 0.080.45 0.020.120.210.150.25Clearance Time (s)5.05.0 5.05.0 4.54.55.04.54.5Vehicle Extension (s)2.02.0 2.02.0 2.02.02.02.02.0
Lane Grp Cap (vph)2862307 2752270 33168318505391v/s Ratio Prot 0.04c0.21c0.040.19 0.01c0.070.01c0.100.09v/s Ratio Perm 0.01v/c Ratio 0.400.46 0.550.43 0.480.610.100.680.36Uniform Delay, d1 47.219.9 48.820.3 53.445.735.344.333.7Progression Factor0.770.48 1.370.95 1.001.001.001.011.05Incremental Delay, d20.30.6 1.10.5 4.04.20.13.00.2Delay (s)36.410.2 68.119.7 57.549.935.347.835.6Level of Service DB EB E DDDDApproach Delay (s)12.8 26.2 43.0 43.9Approach LOS B C D D
Intersection Summary
HCM 2000 Control Delay 25.3HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.53Actuated Cycle Length (s) 110.0Sum of lost time (s)20.0Intersection Capacity Utilization 49.6%ICU Level of Service AAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3350: Pacific Hwy S & S 324 St 7/29/2015
Synchro 8 Report2015 AM Base SK Page 10
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)186524804462643525117110
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-1%1%0%
Total Lost time (s)5.05.05.05.05.0 5.05.0 5.0
Lane Util. Factor 1.001.001.000.971.00 1.000.91 1.00
Frpb, ped/bikes 1.001.001.001.001.00 1.001.00 1.00
Flpb, ped/bikes 1.001.001.001.001.00 1.001.00 1.00
Frt 1.001.000.851.000.98 1.000.97 1.00
Flt Protected 0.951.001.000.951.00 0.951.00 0.95
Satd. Flow (prot)15641760149432171671 17514832 1684
Flt Permitted 0.951.001.000.951.00 0.951.00 0.95
Satd. Flow (perm)15641760149432171671 17514832 1684
Peak-hour factor, PHF0.840.840.840.840.840.840.840.840.840.840.840.84Adj. Flow (vph)217729955273151625139112RTOR Reduction (vph)0026 0500021000Lane Group Flow (vph)21773955400827430013Confl. Peds. (#/hr)2 2311Heavy Vehicles (%)16%5%6%7%8%25%1%3%4%4%1%4%Bus Blockages (#/hr)086620620808
Turn Type ProtNAPermProtNA ProtProtNA ProtProtProtected Phases 74 38 552 11Permitted Phases 4Actuated Green, G (s)3.010.510.59.316.8 8.367.2 4.0Effective Green, g (s)2.510.010.08.816.3 8.367.2 4.0Actuated g/C Ratio0.020.090.090.080.15 0.080.61 0.04Clearance Time (s)4.54.54.54.54.5 5.05.0 5.0Vehicle Extension (s)2.02.02.02.02.0 2.02.0 2.0
Lane Grp Cap (vph)35160135257247 1322951 61v/s Ratio Prot 0.01c0.04c0.030.03 c0.05c0.15 0.01v/s Ratio Perm 0.00v/c Ratio 0.600.480.020.370.22 0.620.25 0.21Uniform Delay, d1 53.347.545.548.041.2 49.39.8 51.5Progression Factor1.001.001.001.001.00 0.810.98 0.79Incremental Delay, d217.10.80.00.30.2 6.30.2 0.6Delay (s)70.348.445.648.341.4 46.19.9 41.3Level of Service E DDDD DA DApproach Delay (s)51.4 45.7 13.4Approach LOS D D B
Intersection Summary
HCM 2000 Control Delay 18.1HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.32Actuated Cycle Length (s) 110.0Sum of lost time (s)20.0Intersection Capacity Utilization 49.2%ICU Level of Service AAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3350: Pacific Hwy S & S 324 St 7/29/2015
Synchro 8 Report2015 AM Base SK Page 11
Movement SBTSBR
Lane Configurations
Volume (vph)34728
Ideal Flow (vphpl)19001900
Grade (%)0%
Total Lost time (s)5.0
Lane Util. Factor 0.91
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.99
Flt Protected 1.00
Satd. Flow (prot)4897
Flt Permitted 1.00
Satd. Flow (perm)4897
Peak-hour factor, PHF0.840.84Adj. Flow (vph)41333RTOR Reduction (vph)60Lane Group Flow (vph)4400Confl. Peds. (#/hr)3Heavy Vehicles (%)4%0%Bus Blockages (#/hr)62
Turn Type NAProtected Phases 6Permitted PhasesActuated Green, G (s)62.9Effective Green, g (s)62.9Actuated g/C Ratio0.57Clearance Time (s)5.0Vehicle Extension (s)2.0
Lane Grp Cap (vph)2800v/s Ratio Prot c0.09v/s Ratio Permv/c Ratio 0.16Uniform Delay, d1 11.1Progression Factor0.65Incremental Delay, d20.1Delay (s)7.3Level of Service AApproach Delay (s)8.3Approach LOS A
Intersection Summary
HCM Signalized Intersection Capacity Analysis
60: Military Rd S & S 272 St 7/29/2015
Synchro 8 Report2015 SaturdaySK Page 1
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)803992257843852241538262154104
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-3%0%0%-3%
Total Lost time (s)5.05.06.05.05.0 5.05.05.05.05.0
Lane Util. Factor 1.000.951.001.000.95 0.971.001.001.001.00
Frpb, ped/bikes 1.001.000.931.001.00 1.001.000.961.000.98
Flpb, ped/bikes 1.001.001.001.001.00 1.001.001.001.001.00
Frt 1.001.000.851.001.00 1.001.000.851.000.94
Flt Protected 0.951.001.000.951.00 0.951.001.000.951.00
Satd. Flow (prot)1789357814891770350234061855150117821745
Flt Permitted 0.951.001.000.951.00 0.951.001.000.951.00
Satd. Flow (perm)1789357814891770350234061855150117821745
Peak-hour factor, PHF0.960.960.960.960.960.960.960.960.960.960.960.96Adj. Flow (vph)834162348145652331598565160108RTOR Reduction (vph)00126 01000660220Lane Group Flow (vph)8341610881460023315919652460Confl. Peds. (#/hr)10 1010 1010 1010 10Bus Blockages (#/hr)120041412204
Turn Type ProtNAPermProtNA ProtNAPermProtNAProtected Phases 74 38 52 16Permitted Phases 4 2Actuated Green, G (s)16.956.656.68.748.4 12.527.027.07.722.2Effective Green, g (s)16.956.655.68.748.4 12.527.027.07.722.2Actuated g/C Ratio0.140.470.460.070.40 0.100.220.220.060.18Clearance Time (s)5.05.05.05.05.0 5.05.05.05.05.0Vehicle Extension (s)2.02.02.02.02.0 2.02.02.02.02.0
Lane Grp Cap (vph)25116876891281412 354417337114322v/s Ratio Prot c0.050.12c0.05c0.13c0.07c0.09 0.04c0.14v/s Ratio Perm 0.07 0.01v/c Ratio 0.330.250.160.630.33 0.660.380.060.570.76Uniform Delay, d1 46.519.018.654.124.6 51.739.436.554.546.4Progression Factor1.001.001.001.001.00 1.001.001.001.001.00Incremental Delay, d20.30.30.57.30.6 3.40.20.04.29.3Delay (s)46.719.319.161.425.2 55.039.636.558.855.7Level of Service DBBEC EDDEEApproach Delay (s)22.4 30.6 46.6 56.3Approach LOS C C D E
Intersection Summary
HCM 2000 Control Delay 35.5HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.48Actuated Cycle Length (s) 120.0Sum of lost time (s)20.0Intersection Capacity Utilization 54.6%ICU Level of Service AAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
670: S Peasley Cyn Rd 8/5/2015
Synchro 8 Report2015 SaturdaySK Page 1
Movement EBLEBRNBLNBTSBTSBR
Lane Configurations
Volume (vph)284374381513645222
Ideal Flow (vphpl)190019001900190019001900
Total Lost time (s)5.05.05.05.05.05.0
Lane Util. Factor0.971.000.971.001.001.00
Frt 1.000.851.001.001.000.85
Flt Protected 0.951.000.951.001.001.00
Satd. Flow (prot)343315833433186318631583
Flt Permitted 0.951.000.311.001.001.00
Satd. Flow (perm)343315831129186318631583
Peak-hour factor, PHF1.001.001.001.001.001.00Adj. Flow (vph)284374381513645222RTOR Reduction (vph)064000133Lane Group Flow (vph)28431038151364589
Turn Type ProtPermPermNANAPermProtected Phases 4 26Permitted Phases 42 6Actuated Green, G (s)9.29.212.812.812.812.8Effective Green, g (s)9.29.212.812.812.812.8Actuated g/C Ratio0.290.290.400.400.400.40Clearance Time (s)5.05.05.05.05.05.0Vehicle Extension (s)2.02.02.02.02.02.0
Lane Grp Cap (vph)986455451745745633v/s Ratio Prot 0.08 0.28c0.35v/s Ratio Perm c0.200.34 0.06v/c Ratio 0.290.680.840.690.870.14Uniform Delay, d1 8.910.18.77.98.86.1Progression Factor1.001.001.001.001.001.00Incremental Delay, d20.13.317.45.212.90.5Delay (s)8.913.426.113.121.76.6Level of Service ABCBCAApproach Delay (s)11.5 18.617.8Approach LOSBBB
Intersection Summary
HCM 2000 Control Delay 16.4HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.79Actuated Cycle Length (s) 32.0Sum of lost time (s)10.0Intersection Capacity Utilization 65.4%ICU Level of Service CAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3040: 1 Av S & SW 320 St/S 320 St 7/29/2015
Synchro 8 Report2015 SaturdaySK Page 2
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)76857791737441208121822711018769
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)5%-1%-1%1%
Total Lost time (s)5.05.0 5.05.0 5.05.05.05.05.0
Lane Util. Factor 1.000.95 1.000.95 1.001.001.001.000.95
Frpb, ped/bikes 1.001.00 1.000.99 1.001.000.981.001.00
Flpb, ped/bikes 1.001.00 1.001.00 1.001.001.001.001.00
Frt 1.000.99 1.000.98 1.001.000.851.000.96
Flt Protected 0.951.00 0.951.00 0.951.001.000.951.00
Satd. Flow (prot)174234081778340917381891155717483400
Flt Permitted 0.951.00 0.951.00 0.441.001.000.271.00
Satd. Flow (perm)1742340817783409 812189115574923400
Peak-hour factor, PHF0.970.970.970.970.970.970.970.970.970.970.970.97Adj. Flow (vph)78884811787671248422523411319371RTOR Reduction (vph)04007000680290Lane Group Flow (vph)7896101788840842251661132350Confl. Peds. (#/hr)4 51 85 1Heavy Vehicles (%)1%1%1%2%2%2%1%1%1%1%1%1%Bus Blockages (#/hr)040080804408
Turn Type ProtNA ProtNApm+ptNApm+ovpm+ptNAProtected Phases 16 52 38574Permitted Phases 8 84Actuated Green, G (s)15.071.2 18.374.5 30.721.039.330.320.8Effective Green, g (s)15.071.2 18.374.5 30.721.039.330.320.8Actuated g/C Ratio0.110.51 0.130.53 0.220.150.280.220.15Clearance Time (s)5.05.0 5.05.0 5.05.05.05.05.0Vehicle Extension (s)2.02.0 2.02.0 2.02.02.02.02.0
Lane Grp Cap (vph)1861733 2321814 242283492191505v/s Ratio Prot 0.04c0.28c0.100.26 0.02c0.120.04c0.040.07v/s Ratio Perm 0.05 0.060.09v/c Ratio 0.420.55 0.770.49 0.350.800.340.590.47Uniform Delay, d1 58.423.5 58.820.7 44.957.440.046.554.5Progression Factor1.001.00 0.790.75 1.001.001.001.001.00Incremental Delay, d20.61.3 11.50.8 0.313.40.13.20.2Delay (s)59.024.8 58.116.4 45.370.840.249.754.8Level of Service EC EB DEDDDApproach Delay (s)27.4 23.3 53.6 53.3Approach LOS CCDD
Intersection Summary
HCM 2000 Control Delay 33.9HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.63Actuated Cycle Length (s) 140.0Sum of lost time (s)20.0Intersection Capacity Utilization 71.3%ICU Level of Service CAnalysis Period (min)15Description: c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3057:I-5 SB Ramp/ I-5 SB Ramp & S 320 St/S 320 St 8/6/2015
Synchro 8 Report2015 SaturdaySK Page 1
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)013814651491197 00001360720
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)1%0%2%2%
Total Lost time (s)5.05.05.05.0 5.05.05.0
Lane Util. Factor 0.951.001.000.95 0.950.950.76
Frpb, ped/bikes 1.000.961.001.00 1.001.000.95
Flpb, ped/bikes 1.001.001.001.00 1.001.001.00
Frt 1.000.851.001.00 1.001.000.85
Flt Protected 1.001.000.951.00 0.950.951.00
Satd. Flow (prot)3507148417413525 165116643378
Flt Permitted 1.001.000.121.00 0.950.951.00
Satd. Flow (perm)350714842173525 165116643378
Peak-hour factor, PHF0.960.960.960.960.960.960.960.960.960.960.960.96Adj. Flow (vph)014394841551247 00001420750RTOR Reduction (vph)00159 00000000189Lane Group Flow (vph)014393251551247 00007171561Confl. Peds. (#/hr)65 8Bus Blockages (#/hr)024420202202
Turn Type NAPermD.P+PNA PermNAPermProtected Phases 2 16 4Permitted Phases 22 4 4Actuated Green, G (s)89.189.197.6102.6 27.427.427.4Effective Green, g (s)89.189.197.6102.6 27.427.427.4Actuated g/C Ratio 0.640.640.700.73 0.200.200.20Clearance Time (s)5.05.05.05.0 5.05.05.0Vehicle Extension (s)2.02.02.02.0 2.02.02.0
Lane Grp Cap (vph)22319442432583 323325661v/s Ratio Prot c0.41c0.040.35v/s Ratio Perm 0.220.41 0.040.04c0.17v/c Ratio 0.650.340.640.48 0.220.220.85Uniform Delay, d1 15.711.913.87.7 47.347.354.3Progression Factor 0.400.021.310.79 1.001.001.00Incremental Delay, d2 1.20.93.50.6 0.10.19.5Delay (s)7.61.121.66.7 47.447.463.8Level of Service AACA DDEApproach Delay (s)6.0 8.3 0.0 61.2Approach LOS AAAE
Intersection Summary
HCM 2000 Control Delay 18.4HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.69Actuated Cycle Length (s) 140.0Sum of lost time (s)15.0Intersection Capacity Utilization 65.4%ICU Level of Service CAnalysis Period (min)15Description: All Traffic Data Services - 11/4/04c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3058: I-5 NB - 320/320 EB - I-5 NB Ramps/I-5 NB Ramp & S 320 St 7/29/2015
Synchro 8 Report2015 SaturdaySK Page 3
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)08176740869129464299000
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)1%-1%2%3%
Total Lost time (s)5.05.0 5.0 5.05.0
Lane Util. Factor 0.951.00 0.95 0.950.95
Frpb, ped/bikes 1.001.00 1.00 1.000.99
Flpb, ped/bikes 1.001.00 1.00 1.001.00
Frt 1.000.85 0.98 1.000.95
Flt Protected 1.001.00 1.00 0.950.97
Satd. Flow (prot)34731560349316351582
Flt Permitted 1.001.00 1.00 0.950.97
Satd. Flow (perm)34731560349316351582
Peak-hour factor, PHF0.930.930.930.930.930.930.930.930.930.930.930.93Adj. Flow (vph)087872509341394992106000RTOR Reduction (vph)0000700150000Lane Group Flow (vph)0878725010660309283 0000Confl. Peds. (#/hr)2 2Heavy Vehicles (%)3%3%3%1%1%1%3%3%3%2%2%2%Bus Blockages (#/hr)020020202202
Turn Type NAFree NA SplitNAProtected Phases 2 6 44Permitted Phases FreeActuated Green, G (s)99.7140.0 99.7 30.330.3Effective Green, g (s)99.7140.0 99.7 30.330.3Actuated g/C Ratio 0.711.00 0.71 0.220.22Clearance Time (s)5.0 5.0 5.05.0Vehicle Extension (s)2.0 2.0 2.02.0
Lane Grp Cap (vph)247315602487 353342v/s Ratio Prot 0.25 0.31c0.190.18v/s Ratio Perm c0.46v/c Ratio 0.360.46 0.43 0.880.83Uniform Delay, d1 7.80.0 8.3 53.052.4Progression Factor 0.151.00 0.34 1.001.00Incremental Delay, d2 0.30.9 0.5 20.214.4Delay (s)1.50.9 3.3 73.266.8Level of Service AA A EEApproach Delay (s)1.2 3.3 70.0 0.0Approach LOS AAEA
Intersection Summary
HCM 2000 Control Delay 14.6HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.58Actuated Cycle Length (s) 140.0Sum of lost time (s)10.0Intersection Capacity Utilization 52.5%ICU Level of Service AAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3064: Military Rd S & S 320 St/S Peasley Cyn Rd 7/29/2015
Synchro 8 Report2015 SaturdaySK Page 4
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)139647180626171082196552143122180
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Total Lost time (s)5.05.0 5.05.0 5.05.05.05.05.05.0
Lane Util. Factor 1.000.95 1.000.95 1.001.001.001.001.001.00
Frpb, ped/bikes 1.000.98 1.000.99 1.001.000.961.001.000.96
Flpb, ped/bikes 1.001.00 1.001.00 1.001.001.001.001.001.00
Frt 1.000.97 1.000.98 1.001.000.851.001.000.85
Flt Protected 0.951.00 0.951.00 0.951.001.000.951.001.00
Satd. Flow (prot)1770334917703404175518631506175518631506
Flt Permitted 0.951.00 0.951.00 0.951.001.000.951.001.00
Satd. Flow (perm)1770334917703404175518631506175518631506
Peak-hour factor, PHF0.910.910.910.910.910.910.910.910.910.910.910.91Adj. Flow (vph)153711198686781192417157157134198RTOR Reduction (vph)011 0080004700174Lane Group Flow (vph)1538980687890241711015713424Confl. Peds. (#/hr)1010101010101010Bus Blockages (#/hr)020020202202
Turn Type ProtNA ProtNA SplitNAPermSplitNAPermProtected Phases 52 16 88 44Permitted Phases 84Actuated Green, G (s)27.070.7 8.652.3 23.623.623.617.117.117.1Effective Green, g (s)27.070.7 8.652.3 23.623.623.617.117.117.1Actuated g/C Ratio0.190.51 0.060.37 0.170.170.170.120.120.12Clearance Time (s)5.05.0 5.05.0 5.05.05.05.05.05.0Vehicle Extension (s)2.02.0 2.02.0 2.02.02.02.02.02.0
Lane Grp Cap (vph)3411691 1081271 295314253214227183v/s Ratio Prot 0.09c0.27 0.04c0.23c0.140.04c0.090.07v/s Ratio Perm 0.01 0.02v/c Ratio 0.450.53 0.630.62 0.820.230.040.730.590.13Uniform Delay, d1 49.923.4 64.135.8 56.150.348.759.358.154.8Progression Factor1.381.63 1.001.00 1.001.001.001.001.001.00Incremental Delay, d20.31.1 8.02.3 15.10.10.010.62.70.1Delay (s)69.139.3 72.138.0 71.350.448.769.960.954.9Level of Service ED ED EDDEEDApproach Delay (s)43.6 40.7 63.8 61.4Approach LOS D D E E
Intersection Summary
HCM 2000 Control Delay 48.5HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.67Actuated Cycle Length (s) 140.0Sum of lost time (s)20.0Intersection Capacity Utilization 65.1%ICU Level of Service CAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4050: Pacific Hwy S & S 336 St 7/29/2015
Synchro 8 Report2015 SaturdaySK Page 5
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)1628515681110572144121187546
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)1%1%3%
Total Lost time (s)5.05.05.05.05.0 5.05.0 5.0
Lane Util. Factor 1.001.001.001.000.95 0.970.91 1.00
Frpb, ped/bikes 1.001.000.971.000.99 1.000.99 1.00
Flpb, ped/bikes 0.991.001.000.991.00 1.001.00 1.00
Frt 1.001.000.851.000.95 1.000.99 1.00
Flt Protected 0.951.001.000.951.00 0.951.00 0.95
Satd. Flow (prot)16991853149917153287 33684893 1796
Flt Permitted 0.591.001.000.651.00 0.951.00 0.95
Satd. Flow (perm)10511853149911713287 33684893 1796
Peak-hour factor, PHF0.970.970.970.970.970.970.970.970.970.970.970.97Adj. Flow (vph)1678816184113592148124890547RTOR Reduction (vph)00141052 0004000Lane Group Flow (vph)1678820841200015013340052Confl. Peds. (#/hr)20 1614 18516 14918Bus Blockages (#/hr)604426426060
Turn Type D.P+PNAPermD.P+PNA ProtProtNA ProtProtProtected Phases 74 38 552 11Permitted Phases 8 44Actuated Green, G (s)25.817.717.725.817.3 10.586.2 8.0Effective Green, g (s)25.817.717.725.817.3 10.586.2 8.0Actuated g/C Ratio0.180.130.130.180.12 0.080.62 0.06Clearance Time (s)5.05.05.05.05.0 5.05.0 5.0Vehicle Extension (s)2.02.02.02.02.0 2.02.0 2.0
Lane Grp Cap (vph)233234189247406 2523012 102v/s Ratio Prot c0.040.05 0.020.04 c0.04c0.27 0.03v/s Ratio Perm c0.09 0.010.04v/c Ratio 0.720.380.110.340.30 0.600.44 0.51Uniform Delay, d1 54.656.154.251.055.8 62.714.2 64.1Progression Factor1.001.001.001.001.00 0.990.96 0.69Incremental Delay, d28.40.40.10.30.1 2.50.5 1.4Delay (s)63.056.554.251.356.0 64.814.1 45.7Level of Service EEDDE EB DApproach Delay (s)58.2 54.4 19.3Approach LOS E D B
Intersection Summary
HCM 2000 Control Delay 21.7HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.51Actuated Cycle Length (s) 140.0Sum of lost time (s)20.0Intersection Capacity Utilization 70.3%ICU Level of Service CAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4050: Pacific Hwy S & S 336 St 7/29/2015
Synchro 8 Report2015 SaturdaySK Page 6
Movement SBTSBR
Lane Configurations
Volume (vph)1154158
Ideal Flow (vphpl)19001900
Grade (%)-3%
Total Lost time (s)5.05.0
Lane Util. Factor 0.911.00
Frpb, ped/bikes 1.000.95
Flpb, ped/bikes 1.001.00
Frt 1.000.85
Flt Protected 1.001.00
Satd. Flow (prot)51341507
Flt Permitted 1.001.00
Satd. Flow (perm)51341507
Peak-hour factor, PHF0.970.97Adj. Flow (vph)1190163RTOR Reduction (vph)056Lane Group Flow (vph)1190107Confl. Peds. (#/hr)20Bus Blockages (#/hr)42
Turn Type NApm+ovProtected Phases 67Permitted Phases 6Actuated Green, G (s)83.792.2Effective Green, g (s)83.792.2Actuated g/C Ratio0.600.66Clearance Time (s)5.05.0Vehicle Extension (s)2.02.0
Lane Grp Cap (vph)3069992v/s Ratio Protc0.230.01v/s Ratio Perm 0.06v/c Ratio 0.390.11Uniform Delay, d1 14.78.8Progression Factor0.430.13Incremental Delay, d20.30.0Delay (s)6.71.1Level of Service AAApproach Delay (s)7.5Approach LOS A
Intersection Summary
HCM Signalized Intersection Capacity Analysis
4848: Pacific Hwy S & S 348 St 7/29/2015
Synchro 8 Report2015 SaturdaySK Page 7
Movement EBUEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBL
Lane Configurations
Volume (vph)161271134119470868676181431426147
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)4%1%2%
Total Lost time (s)5.05.0 5.05.0 5.05.05.05.0
Lane Util. Factor 1.000.95 0.970.95 0.970.951.001.00
Frpb, ped/bikes 1.001.00 1.001.00 1.001.000.991.00
Flpb, ped/bikes 1.001.00 1.001.00 1.001.001.001.00
Frt 1.000.99 1.000.99 1.001.000.851.00
Flt Protected 0.951.00 0.951.00 0.951.001.000.95
Satd. Flow (prot)1720341233373397 3352345615301796
Flt Permitted 0.951.00 0.951.00 0.951.001.000.95
Satd. Flow (perm)1720341233373397 3352345615301796
Peak-hour factor, PHF0.950.950.950.950.950.950.950.950.950.950.950.95Adj. Flow (vph)171341194125495914716191454448155RTOR Reduction (vph)0050040000610Lane Group Flow (vph)01511314049598100197454387155Confl. Peds. (#/hr)58 79 1027 910Heavy Vehicles (%)2%2%2%2%4%4%4%3%3%3%3%2%Bus Blockages (#/hr)220222222200
Turn Type ProtProtNA ProtNA ProtProtNApm+ovProtProtected Phases 774 38 55231Permitted Phases 2Actuated Green, G (s)19.070.9 19.070.9 13.825.644.614.5Effective Green, g (s)19.070.9 19.070.9 13.825.644.614.5Actuated g/C Ratio 0.130.47 0.130.47 0.090.170.300.10Clearance Time (s)5.05.0 5.05.0 5.05.05.05.0Vehicle Extension (s)2.02.0 2.02.0 2.02.02.02.0
Lane Grp Cap (vph)2171612 4221605 308589505173v/s Ratio Prot 0.09c0.39c0.150.29 0.060.13c0.100.09v/s Ratio Perm 0.16v/c Ratio 0.700.82 1.170.61 0.640.770.770.90Uniform Delay, d1 62.733.9 65.529.3 65.759.448.067.0Progression Factor 0.800.66 1.280.24 0.860.841.331.00Incremental Delay, d2 6.03.7 91.61.0 2.95.15.639.1Delay (s)56.026.2175.78.0 59.354.969.4106.1Level of Service EC FA EDEFApproach Delay (s)29.3 64.1 61.6Approach LOS C E E
Intersection Summary
HCM 2000 Control Delay 54.0HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.89Actuated Cycle Length (s) 150.0Sum of lost time (s)21.0Intersection Capacity Utilization 88.9%ICU Level of Service EAnalysis Period (min)15Description: c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4848: Pacific Hwy S & S 348 St 7/29/2015
Synchro 8 Report2015 SaturdaySK Page 8
Movement SBTSBR
Lane Configurations
Volume (vph)467169
Ideal Flow (vphpl)19001900
Grade (%)-3%
Total Lost time (s)5.05.0
Lane Util. Factor 0.951.00
Frpb, ped/bikes 1.000.97
Flpb, ped/bikes 1.001.00
Frt 1.000.85
Flt Protected 1.001.00
Satd. Flow (prot)35781552
Flt Permitted 1.001.00
Satd. Flow (perm)35781552
Peak-hour factor, PHF0.950.95Adj. Flow (vph)492178RTOR Reduction (vph)0120Lane Group Flow (vph)49258Confl. Peds. (#/hr)8Heavy Vehicles (%)2%2%Bus Blockages (#/hr)22
Turn Type NAPermProtected Phases 6Permitted Phases 6Actuated Green, G (s)26.326.3Effective Green, g (s)26.326.3Actuated g/C Ratio0.180.18Clearance Time (s)5.05.0Vehicle Extension (s)2.02.0
Lane Grp Cap (vph)627272v/s Ratio Prot c0.14v/s Ratio Perm 0.04v/c Ratio 0.780.21Uniform Delay, d1 59.153.0Progression Factor1.001.00Incremental Delay, d25.90.1Delay (s)65.153.1Level of Service EDApproach Delay (s)70.2Approach LOSE
Intersection Summary
HCM Signalized Intersection Capacity Analysis
4850: Enchanted Pkwy S/16 Av S & S 348 St/SR 18 7/29/2015
Synchro 8 Report2015 SaturdaySK Page 9
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBLSBT
Lane Configurations
Volume (vph)171125528278299237895302640646283618
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)2%-4%2%-2%
Total Lost time (s)5.05.05.05.05.05.0 5.05.05.05.05.0
Lane Util. Factor 1.000.951.000.940.951.00 0.970.910.910.970.95
Frpb, ped/bikes 1.001.000.971.001.000.97 1.000.991.001.000.99
Flpb, ped/bikes 1.001.001.001.001.001.00 1.001.001.001.001.00
Frt 1.001.000.851.001.000.85 1.000.960.851.000.98
Flt Protected 0.951.001.000.951.001.00 0.951.001.000.951.00
Satd. Flow (prot)17043436147650273561153534193203144135023509
Flt Permitted 0.951.001.000.951.001.00 0.951.001.000.951.00
Satd. Flow (perm)17043436147650273561153534193203144135023509
Peak-hour factor, PHF0.950.950.950.950.950.950.950.950.950.950.950.95Adj. Flow (vph)18013212978231044398100318674680298651RTOR Reduction (vph)00830019000264608Lane Group Flow (vph)180132121482310442080418913369298735Confl. Peds. (#/hr)26 1513 13215 1324Heavy Vehicles (%)4%4%4%3%3%3%1%1%1%1%1%1%Bus Blockages (#/hr)202222222002
Turn Type ProtNAPermProtNAPermProtProtNApt+ovProtNAProtected Phases 74 38 5522 316Permitted Phases 4 8Actuated Green, G (s)19.049.749.725.055.755.7 19.740.170.115.235.6Effective Green, g (s)19.049.749.725.055.755.7 19.740.170.115.235.6Actuated g/C Ratio0.130.330.330.170.370.37 0.130.270.470.100.24Clearance Time (s)5.05.05.05.05.05.0 5.05.0 5.05.0Vehicle Extension (s)2.02.02.02.02.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)21511384898371322569 449856673354832v/s Ratio Prot 0.11c0.38c0.160.29 0.12c0.290.260.09c0.21v/s Ratio Perm 0.15 0.14v/c Ratio 0.841.160.440.980.790.37 0.931.070.550.840.88Uniform Delay, d1 64.050.139.262.341.934.3 64.554.928.666.255.2Progression Factor0.920.850.911.001.001.00 1.121.141.190.890.91Incremental Delay, d213.377.91.523.53.91.4 22.647.70.413.18.9Delay (s)71.9120.737.285.845.835.7 94.9110.634.572.259.2Level of Service EFDFDD FFCEEApproach Delay (s)102.0 58.6 89.1 62.9Approach LOS F E F E
Intersection Summary
HCM 2000 Control Delay 78.5HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 1.08Actuated Cycle Length (s) 150.0Sum of lost time (s)20.0Intersection Capacity Utilization 102.9%ICU Level of Service GAnalysis Period (min)15Description: c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4850: Enchanted Pkwy S/16 Av S & S 348 St/SR 18 7/29/2015
Synchro 8 Report2015 SaturdaySK Page 10
Movement SBR
Lane Configurations
Volume (vph)87
Ideal Flow (vphpl)1900
Grade (%)
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF0.95Adj. Flow (vph)92RTOR Reduction (vph)0Lane Group Flow (vph)0Confl. Peds. (#/hr)26Heavy Vehicles (%)1%Bus Blockages (#/hr)2
Turn TypeProtected PhasesPermitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Vehicle Extension (s)
Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
5246: Pacific Hwy S & S 356 St 7/29/2015
Synchro 8 Report2015 SaturdaySK Page 11
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBLSBT
Lane Configurations
Volume (vph)3173101681893606911055016141721
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-1%-3%2%-2%
Total Lost time (s)5.05.05.05.05.06.0 5.05.0 5.05.0
Lane Util. Factor 0.971.001.001.000.951.00 0.970.95 1.000.95
Frpb, ped/bikes 1.001.001.001.001.000.99 1.001.00 1.001.00
Flpb, ped/bikes 1.001.001.001.001.001.00 1.001.00 1.001.00
Frt 1.001.000.851.001.000.85 1.000.98 1.001.00
Flt Protected 0.951.001.000.951.001.00 0.951.00 0.951.00
Satd. Flow (prot)3436187215791799362815883333336217533492
Flt Permitted 0.951.001.000.951.001.00 0.241.00 0.951.00
Satd. Flow (perm)343618721579179936281588 826336217533492
Peak-hour factor, PHF0.870.870.870.870.870.870.870.870.870.870.870.87Adj. Flow (vph)3643561932174147911215767047829RTOR Reduction (vph)001490061 005000Lane Group Flow (vph)36435644217414180122641047829Confl. Peds. (#/hr)1 11Heavy Vehicles (%)2%2%2%1%1%1%4%4%4%4%4%4%Bus Blockages (#/hr)202202202002
Turn Type ProtNAPermProtNAPermcustomProtNA ProtNAProtected Phases 74 38 52 16Permitted Phases 4 85Actuated Green, G (s)20.034.334.320.034.334.3 16.061.1 13.658.7Effective Green, g (s)20.034.334.320.034.333.3 17.062.1 13.658.7Actuated g/C Ratio0.130.230.230.130.230.22 0.110.41 0.090.39Clearance Time (s)5.05.05.05.05.05.0 6.06.0 5.05.0Vehicle Extension (s)2.02.02.02.02.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)458428361239829352 931391 1581366v/s Ratio Prot 0.11c0.19c0.120.11 0.19 0.03c0.24v/s Ratio Perm 0.03 0.01c0.15v/c Ratio 0.790.830.120.910.500.05 1.310.46 0.300.61Uniform Delay, d1 63.055.145.964.150.445.9 66.531.8 63.736.4Progression Factor1.001.001.000.801.031.00 1.001.00 0.810.66Incremental Delay, d28.612.40.133.40.20.0198.01.1 0.20.8Delay (s)71.667.546.084.752.145.9264.532.9 51.924.7Level of Service EEDFDD FC DCApproach Delay (s)64.6 61.4 69.7 26.8Approach LOS E E E C
Intersection Summary
HCM 2000 Control Delay 53.2HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.80Actuated Cycle Length (s) 150.0Sum of lost time (s)20.0Intersection Capacity Utilization 68.5%ICU Level of Service CAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
5246: Pacific Hwy S & S 356 St 7/29/2015
Synchro 8 Report2015 SaturdaySK Page 12
Movement SBR
Lane Configurations
Volume (vph)188
Ideal Flow (vphpl)1900
Grade (%)
Total Lost time (s)5.0
Lane Util. Factor 1.00
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.85
Flt Protected 1.00
Satd. Flow (prot)1568
Flt Permitted 1.00
Satd. Flow (perm)1568
Peak-hour factor, PHF0.87Adj. Flow (vph)216RTOR Reduction (vph)131Lane Group Flow (vph)85Confl. Peds. (#/hr)Heavy Vehicles (%)4%Bus Blockages (#/hr)0
Turn Type PermProtected PhasesPermitted Phases6Actuated Green, G (s)58.7Effective Green, g (s)58.7Actuated g/C Ratio0.39Clearance Time (s)5.0Vehicle Extension (s)2.0
Lane Grp Cap (vph)613v/s Ratio Protv/s Ratio Perm0.05v/c Ratio 0.14Uniform Delay, d1 29.4Progression Factor0.99Incremental Delay, d20.2Delay (s)29.2Level of Service CApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
5251: Enchanted Pkwy S & S 356 St 8/5/2015
Synchro 8 Report2015 SaturdaySK Page 1
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)247131591312731896229118100
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)1%0%-1%1%
Total Lost time (s)5.05.05.05.0 5.05.0 5.05.0
Lane Util. Factor 1.001.001.001.00 1.000.95 1.000.95
Frpb, ped/bikes 1.000.981.000.99 1.001.00 1.001.00
Flpb, ped/bikes 1.001.000.981.00 1.001.00 1.001.00
Frt 1.000.851.000.95 1.001.00 1.001.00
Flt Protected 0.951.000.951.00 0.951.00 0.951.00
Satd. Flow (prot)17821540173417531778351917443473
Flt Permitted 0.721.000.531.00 0.951.00 0.951.00
Satd. Flow (perm)1345154097117531778351917443473
Peak-hour factor, PHF0.930.930.930.860.860.860.960.960.960.980.980.98Adj. Flow (vph)2661417115148331100230118270RTOR Reduction (vph)00138 060010000Lane Group Flow (vph)0280331516033110310118270Confl. Peds. (#/hr)1 39 73 97 1Heavy Vehicles (%)1%1%1%1%1%1%2%2%2%3%3%3%Bus Blockages (#/hr)202202020020
Turn Type pm+ptNAPermPermNA ProtNA ProtNAProtected Phases 74 8 52 16Permitted Phases 4 48Actuated Green, G (s)34.927.826.826.8 29.389.5 2.659.8Effective Green, g (s)36.928.828.828.8 31.390.5 2.661.8Actuated g/C Ratio 0.250.190.190.19 0.210.60 0.020.41Clearance Time (s)6.06.07.07.0 7.06.0 5.07.0Vehicle Extension (s)2.02.02.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)354295186336 3712123 301430v/s Ratio Prot c0.04 0.01c0.190.29 0.01c0.24v/s Ratio Perm c0.150.020.02v/c Ratio 0.790.110.080.05 0.890.49 0.370.58Uniform Delay, d1 52.950.049.749.4 57.716.7 72.934.0Progression Factor 0.200.151.001.00 1.001.00 1.001.00Incremental Delay, d2 8.90.00.10.0 22.10.8 2.81.7Delay (s)19.67.449.849.4 79.817.5 75.635.8Level of Service BADD EB EDApproach Delay (s)15.0 49.6 32.6 36.3Approach LOS B D C D
Intersection Summary
HCM 2000 Control Delay 31.0HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.72Actuated Cycle Length (s) 150.0Sum of lost time (s)21.0Intersection Capacity Utilization 73.5%ICU Level of Service DAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
2550: Pacific Hwy S/Pacific Hwy S & S 312 St 7/29/2015
Synchro 8 Report2015 SaturdaySK Page 1
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)23132713512524610730169778742114
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)1%0%0%
Total Lost time (s)5.05.0 5.05.0 5.05.0 5.0
Lane Util. Factor 1.000.95 1.000.95 1.000.91 1.00
Frpb, ped/bikes 1.000.98 1.000.96 1.000.99 1.00
Flpb, ped/bikes 0.991.00 1.001.00 1.001.00 1.00
Frt 1.000.96 1.000.95 1.000.99 1.00
Flt Protected 0.951.00 0.951.00 0.951.00 0.95
Satd. Flow (prot)1721331817363210 17594994 1755
Flt Permitted 0.251.00 0.251.00 0.951.00 0.95
Satd. Flow (perm)4543318 4503210 17594994 1755
Peak-hour factor, PHF0.990.990.990.990.990.990.990.990.990.990.990.99Adj. Flow (vph)23333013612624810830171786752115RTOR Reduction (vph)0360038 0006000Lane Group Flow (vph)23343001263180020185500117Confl. Peds. (#/hr)45 3522 74 29Heavy Vehicles (%)1%1%1%2%2%2%1%1%1%1%2%2%Bus Blockages (#/hr)624446446262
Turn Type D.P+PNAD.P+PNA ProtProtNA ProtProtProtected Phases 74 38 552 11Permitted Phases 8 4Actuated Green, G (s)38.227.3 38.218.3 20.270.2 13.6Effective Green, g (s)36.226.3 36.217.3 20.270.2 13.6Actuated g/C Ratio0.260.19 0.260.12 0.140.50 0.10Clearance Time (s)4.04.0 4.04.0 5.05.0 5.0Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.0
Lane Grp Cap (vph)288623 207396 2532504 170v/s Ratio Prot c0.110.13 0.040.10 c0.110.17 0.07v/s Ratio Perm c0.10 0.11v/c Ratio 0.810.69 0.610.80 0.790.34 0.69Uniform Delay, d1 44.953.1 42.259.7 57.921.0 61.1Progression Factor1.261.23 0.980.97 1.120.89 1.00Incremental Delay, d214.02.6 3.410.5 13.70.3 8.9Delay (s)70.367.6 44.568.2 78.319.1 70.0Level of Service EE DE EB EApproach Delay (s)68.5 62.0 30.3Approach LOS E E C
Intersection Summary
HCM 2000 Control Delay 42.3HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.58Actuated Cycle Length (s) 140.0Sum of lost time (s)20.0Intersection Capacity Utilization 76.7%ICU Level of Service DAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
2550: Pacific Hwy S/Pacific Hwy S & S 312 St 7/29/2015
Synchro 8 Report2015 SaturdaySK Page 2
Movement SBTSBR
Lane Configurations
Volume (vph)873124
Ideal Flow (vphpl)19001900
Grade (%)0%
Total Lost time (s)5.05.0
Lane Util. Factor 0.911.00
Frpb, ped/bikes 1.000.97
Flpb, ped/bikes 1.001.00
Frt 1.000.85
Flt Protected 1.001.00
Satd. Flow (prot)50581508
Flt Permitted 1.001.00
Satd. Flow (perm)50581508
Peak-hour factor, PHF0.990.99Adj. Flow (vph)882125RTOR Reduction (vph)052Lane Group Flow (vph)88273Confl. Peds. (#/hr)13Heavy Vehicles (%)2%2%Bus Blockages (#/hr)44
Turn Type NApm+ovProtected Phases 67Permitted Phases 6Actuated Green, G (s)63.683.5Effective Green, g (s)63.681.5Actuated g/C Ratio0.450.58Clearance Time (s)5.04.0Vehicle Extension (s)2.02.0
Lane Grp Cap (vph)2297877v/s Ratio Prot c0.170.01v/s Ratio Perm 0.04v/c Ratio 0.380.08Uniform Delay, d1 25.312.8Progression Factor1.001.00Incremental Delay, d20.50.0Delay (s)25.712.9Level of Service CBApproach Delay (s)28.9Approach LOSC
Intersection Summary
HCM Signalized Intersection Capacity Analysis
2750: Pacific Hwy S/ Pacific Hwy S & S 316 St 7/29/2015
Synchro 8 Report2015 SaturdaySK Page 3
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)98661229471102452089621078108
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-2%0%2%
Total Lost time (s)5.05.0 5.05.0 5.05.0 5.0
Lane Util. Factor 1.001.00 1.001.00 1.000.91 1.00
Frpb, ped/bikes 1.000.97 1.000.96 1.000.98 1.00
Flpb, ped/bikes 1.001.00 1.001.00 1.001.00 1.00
Frt 1.000.90 1.000.91 1.000.99 1.00
Flt Protected 0.951.00 0.951.00 0.951.00 0.95
Satd. Flow (prot)1740160117361629 17694861 1737
Flt Permitted 0.301.00 0.261.00 0.951.00 0.95
Satd. Flow (perm)5451601 4831629 17694861 1737
Peak-hour factor, PHF0.980.980.980.980.980.980.980.980.980.980.980.98Adj. Flow (vph)100671249672104462129821098110RTOR Reduction (vph)0520045 0007000Lane Group Flow (vph)10013909613100258108400118Confl. Peds. (#/hr)8 2112 33 37Heavy Vehicles (%)2%2%2%2%2%2%1%1%1%1%2%2%Bus Blockages (#/hr)674406406767
Turn Type D.P+PNAD.P+PNA ProtProtNA ProtProtProtected Phases 74 38 552 11Permitted Phases 8 4Actuated Green, G (s)24.517.5 24.516.7 23.875.7 21.8Effective Green, g (s)22.516.5 22.515.7 23.875.7 21.8Actuated g/C Ratio0.160.12 0.160.11 0.170.54 0.16Clearance Time (s)4.04.0 4.04.0 5.05.0 5.0Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.0
Lane Grp Cap (vph)145188 131182 3002628 270v/s Ratio Prot 0.03c0.09 0.03c0.08 c0.150.22 0.07v/s Ratio Perm0.080.09v/c Ratio 0.690.74 0.730.72 0.860.41 0.44Uniform Delay, d1 53.059.7 61.460.0 56.519.0 53.5Progression Factor1.001.00 0.820.76 0.970.85 0.95Incremental Delay, d210.412.3 15.29.8 16.00.4 0.4Delay (s)63.471.9 65.755.5 70.616.6 51.4Level of Service EE EE EB DApproach Delay (s)69.0 59.1 26.9Approach LOS E E C
Intersection Summary
HCM 2000 Control Delay 28.8HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.59Actuated Cycle Length (s) 140.0Sum of lost time (s)20.0Intersection Capacity Utilization 75.3%ICU Level of Service DAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
2750: Pacific Hwy S/ Pacific Hwy S & S 316 St 7/29/2015
Synchro 8 Report2015 SaturdaySK Page 4
Movement SBTSBR
Lane Configurations
Volume (vph)106953
Ideal Flow (vphpl)19001900
Grade (%)-2%
Total Lost time (s)5.0
Lane Util. Factor 0.91
Frpb, ped/bikes 0.99
Flpb, ped/bikes 1.00
Frt 0.99
Flt Protected 1.00
Satd. Flow (prot)5046
Flt Permitted 1.00
Satd. Flow (perm)5046
Peak-hour factor, PHF0.980.98Adj. Flow (vph)109154RTOR Reduction (vph)30Lane Group Flow (vph)11420Confl. Peds. (#/hr)17Heavy Vehicles (%)2%2%Bus Blockages (#/hr)40
Turn Type NAProtected Phases 6Permitted PhasesActuated Green, G (s)73.7Effective Green, g (s)73.7Actuated g/C Ratio0.53Clearance Time (s)5.0Vehicle Extension (s)2.0
Lane Grp Cap (vph)2656v/s Ratio Prot c0.23v/s Ratio Permv/c Ratio 0.43Uniform Delay, d1 20.3Progression Factor0.54Incremental Delay, d20.5Delay (s)11.4Level of Service BApproach Delay (s)15.2Approach LOSB
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3050: Pacific Hwy S & S 320 St 7/29/2015
Synchro 8 Report2015 SaturdaySK Page 5
Movement EBUEBLEBTEBRWBUWBLWBTWBRNBUNBLNBTNBR
Lane Configurations
Volume (vph)10337940143136071728013220779190
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-6%0%2%
Total Lost time (s)5.05.0 5.05.05.0 5.05.0
Lane Util. Factor 0.970.91 0.970.911.00 0.970.91
Frpb, ped/bikes 1.000.99 1.001.000.95 1.000.99
Flpb, ped/bikes 1.001.00 1.001.001.00 1.001.00
Frt 1.000.98 1.001.000.85 1.000.97
Flt Protected 0.951.00 0.951.001.00 0.951.00
Satd. Flow (prot)35715126 34675081151433774887
Flt Permitted 0.951.00 0.951.001.00 0.951.00
Satd. Flow (perm)35715126 34675081151433774887
Peak-hour factor, PHF0.960.960.960.960.960.960.960.960.960.960.960.96Adj. Flow (vph)10351979149137574729214229811198RTOR Reduction (vph)0014 000016400300Lane Group Flow (vph)036111140037674712802439790Confl. Peds. (#/hr)27 38 27Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)804040800804
Turn Type ProtProtNA ProtProtNAPermProtProtNAProtected Phases 774 338 552Permitted Phases 8Actuated Green, G (s)17.345.1 21.048.848.8 14.036.2Effective Green, g (s)17.345.1 21.048.848.8 14.036.2Actuated g/C Ratio 0.120.32 0.150.350.35 0.100.26Clearance Time (s)5.05.0 5.05.05.0 5.05.0Vehicle Extension (s)2.02.0 2.02.02.0 2.02.0
Lane Grp Cap (vph)4411651 5201771527 3371263v/s Ratio Prot c0.10c0.22 c0.110.15 0.07c0.20v/s Ratio Perm 0.08v/c Ratio 0.820.68 0.720.420.24 0.720.77Uniform Delay, d1 59.841.1 56.734.832.5 61.148.1Progression Factor 0.841.22 0.640.430.26 1.250.58Incremental Delay, d2 6.91.4 3.30.60.9 5.12.2Delay (s)57.051.4 39.915.69.3 81.530.1Level of Service ED DBA FCApproach Delay (s)52.8 20.8 40.1Approach LOS D C D
Intersection Summary
HCM 2000 Control Delay 37.1HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.74Actuated Cycle Length (s) 140.0Sum of lost time (s)20.0Intersection Capacity Utilization 90.8%ICU Level of Service EAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3050: Pacific Hwy S & S 320 St 7/29/2015
Synchro 8 Report2015 SaturdaySK Page 6
Movement SBUSBLSBTSBR
Lane Configurations
Volume (vph)24317695190
Ideal Flow (vphpl)1900190019001900
Grade (%)-2%
Total Lost time (s)5.05.05.0
Lane Util. Factor 0.970.911.00
Frpb, ped/bikes1.001.000.93
Flpb, ped/bikes 1.001.001.00
Frt 1.001.000.85
Flt Protected 0.951.001.00
Satd. Flow (prot)347451871457
Flt Permitted 0.951.001.00
Satd. Flow (perm)347451871457
Peak-hour factor, PHF0.960.960.960.96Adj. Flow (vph)25330724198RTOR Reduction (vph)000142Lane Group Flow (vph)035572456Confl. Peds. (#/hr)38Heavy Vehicles (%)1%1%1%1%Bus Blockages (#/hr)0408
Turn Type ProtProtNAPermProtected Phases 116Permitted Phases 6Actuated Green, G (s)17.739.939.9Effective Green, g (s)17.739.939.9Actuated g/C Ratio 0.130.280.28Clearance Time (s)5.05.05.0Vehicle Extension (s)2.02.02.0
Lane Grp Cap (vph)4391478415v/s Ratio Prot c0.100.14v/s Ratio Perm 0.04v/c Ratio 0.810.490.14Uniform Delay, d1 59.541.637.2Progression Factor 0.720.600.89Incremental Delay, d2 9.10.10.0Delay (s)52.325.233.4Level of Service DCCApproach Delay (s)34.0Approach LOS C
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3055: 23 Av S & S 320 St 7/29/2015
Synchro 8 Report2015 SaturdaySK Page 7
Movement EBUEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBT
Lane Configurations
Volume (vph)6147116323300131617437121241348154
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)5%-5%1%0%
Total Lost time (s)5.05.0 5.05.0 5.05.05.05.05.0
Lane Util. Factor 0.970.91 0.970.91 1.001.001.000.971.00
Frpb, ped/bikes 1.001.00 1.000.99 1.001.000.971.000.96
Flpb, ped/bikes 1.001.00 1.001.00 1.001.001.001.001.00
Frt 1.001.00 1.000.98 1.001.000.851.000.94
Flt Protected 0.951.00 0.951.00 0.951.001.000.951.00
Satd. Flow (prot)320948413483511117331735149833271574
Flt Permitted 0.951.00 0.951.00 0.951.001.000.951.00
Satd. Flow (perm)320948413483511117331735149833271574
Peak-hour factor, PHF0.940.940.940.940.940.940.940.940.940.940.940.94Adj. Flow (vph)6156123724319140018539129256370164RTOR Reduction (vph)001001000065020Lane Group Flow (vph)0162126003191575039129191370255Confl. Peds. (#/hr)69 20 27Heavy Vehicles (%)3%3%3%3%1%1%1%2%2%2%4%4%Bus Blockages (#/hr)416610104164166610
Turn Type ProtProtNA ProtNA ProtNApm+ovProtNAProtected Phases 774 38 52316Permitted Phases 2Actuated Green, G (s)10.662.5 21.072.9 8.218.539.519.029.3Effective Green, g (s)10.662.5 21.072.9 7.718.039.518.528.8Actuated g/C Ratio 0.080.45 0.150.52 0.060.130.280.130.21Clearance Time (s)5.05.0 5.05.0 4.54.55.04.54.5Vehicle Extension (s)2.02.0 2.02.0 2.02.02.02.02.0
Lane Grp Cap (vph)2422161 5222661 95223422439323v/s Ratio Prot 0.05c0.26 0.09c0.31 0.02c0.070.070.11c0.16v/s Ratio Perm 0.06v/c Ratio 0.670.58 0.610.59 0.410.580.450.840.79Uniform Delay, d1 63.029.0 55.723.2 64.057.441.459.352.7Progression Factor 1.130.53 0.850.60 1.021.000.950.940.87Incremental Delay, d2 4.91.1 1.20.8 1.02.20.311.29.5Delay (s)75.816.5 48.414.9 66.159.539.466.755.2Level of Service EB DB EEDEEApproach Delay (s)23.3 20.5 48.0 61.8Approach LOS C C D E
Intersection Summary
HCM 2000 Control Delay 30.1HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.66Actuated Cycle Length (s) 140.0Sum of lost time (s)20.0Intersection Capacity Utilization 75.9%ICU Level of Service DAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3055: 23 Av S & S 320 St 7/29/2015
Synchro 8 Report2015 SaturdaySK Page 8
Movement SBR
Lane Configurations
Volume (vph)104
Ideal Flow (vphpl)1900
Grade (%)
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF0.94Adj. Flow (vph)111RTOR Reduction (vph)0Lane Group Flow (vph)0Confl. Peds. (#/hr)62Heavy Vehicles (%)4%Bus Blockages (#/hr)4
Turn TypeProtected PhasesPermitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Vehicle Extension (s)
Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3350: Pacific Hwy S & S 324 St 7/29/2015
Synchro 8 Report2015 SaturdaySK Page 10
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)96153174302155438315911101915123
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-1%1%0%
Total Lost time (s)5.05.05.05.05.0 5.05.0 5.0
Lane Util. Factor 1.001.001.000.971.00 1.000.91 1.00
Frpb, ped/bikes 1.001.000.971.000.99 1.000.99 1.00
Flpb, ped/bikes 1.001.001.001.001.00 1.001.00 1.00
Frt 1.001.000.851.000.97 1.000.98 1.00
Flt Protected 0.951.001.000.951.00 0.951.00 0.95
Satd. Flow (prot)17781812150433751768 17734971 1713
Flt Permitted 0.951.001.000.951.00 0.951.00 0.95
Satd. Flow (perm)17781812150433751768 17734971 1713
Peak-hour factor, PHF0.940.940.940.940.940.940.940.940.940.940.940.94Adj. Flow (vph)102163185321165468816911812035131RTOR Reduction (vph)00114 0800014000Lane Group Flow (vph)1021637132120300257137000136Confl. Peds. (#/hr)9 1213 10812 13510Heavy Vehicles (%)2%2%2%2%2%2%1%1%1%1%2%2%Bus Blockages (#/hr)086620620808
Turn Type ProtNAPermProtNA ProtProtNA ProtProtProtected Phases 74 38 552 11Permitted Phases 4Actuated Green, G (s)12.317.217.217.622.5 18.061.2 25.0Effective Green, g (s)11.816.716.717.122.0 18.061.2 25.0Actuated g/C Ratio0.080.120.120.120.16 0.130.44 0.18Clearance Time (s)4.54.54.54.54.5 5.05.0 5.0Vehicle Extension (s)2.02.02.02.02.0 2.02.0 2.0
Lane Grp Cap (vph)149216179412277 2272173 305v/s Ratio Prot 0.06c0.09 0.10c0.12 c0.14c0.28 0.08v/s Ratio Perm 0.05v/c Ratio 0.680.750.400.780.73 1.130.63 0.45Uniform Delay, d1 62.359.757.059.656.2 61.030.6 51.3Progression Factor0.890.870.630.810.79 0.810.69 0.59Incremental Delay, d29.812.30.58.28.4 96.11.2 0.3Delay (s)65.464.336.656.452.9 145.222.4 30.4Level of Service EEDED FC CApproach Delay (s)53.2 55.0 41.7Approach LOS D E D
Intersection Summary
HCM 2000 Control Delay 35.6HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.71Actuated Cycle Length (s) 140.0Sum of lost time (s)20.0Intersection Capacity Utilization 73.8%ICU Level of Service DAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3350: Pacific Hwy S & S 324 St 7/29/2015
Synchro 8 Report2015 SaturdaySK Page 11
Movement SBTSBR
Lane Configurations
Volume (vph)95576
Ideal Flow (vphpl)19001900
Grade (%)0%
Total Lost time (s)5.0
Lane Util. Factor 0.91
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.99
Flt Protected 1.00
Satd. Flow (prot)4969
Flt Permitted 1.00
Satd. Flow (perm)4969
Peak-hour factor, PHF0.940.94Adj. Flow (vph)101681RTOR Reduction (vph)50Lane Group Flow (vph)10920Confl. Peds. (#/hr)9Heavy Vehicles (%)2%2%Bus Blockages (#/hr)62
Turn Type NAProtected Phases 6Permitted PhasesActuated Green, G (s)68.2Effective Green, g (s)68.2Actuated g/C Ratio0.49Clearance Time (s)5.0Vehicle Extension (s)2.0
Lane Grp Cap (vph)2420v/s Ratio Prot c0.22v/s Ratio Permv/c Ratio 0.45Uniform Delay, d1 23.6Progression Factor0.42Incremental Delay, d20.5Delay (s)10.4Level of Service BApproach Delay (s)12.6Approach LOSB
Intersection Summary
HCM Signalized Intersection Capacity Analysis
30: West Main St 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 1
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)106112737157371657717951827
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Total Lost time (s)5.05.0 5.05.0 5.05.0 5.05.0
Lane Util. Factor 1.001.00 1.001.00 1.001.00 1.001.00
Frt 1.000.98 1.000.93 1.000.95 1.000.99
Flt Protected 0.951.00 0.951.00 0.951.00 0.951.00
Satd. Flow (prot)17701817177017381770177417701849
Flt Permitted 0.671.00 0.481.00 0.341.00 0.511.00
Satd. Flow (perm)12451817 9011738 6271774 9471849
Peak-hour factor, PHF0.920.920.920.920.920.920.920.920.920.920.920.92Adj. Flow (vph)116613797762401798419556329RTOR Reduction (vph)08003000170020Lane Group Flow (vph)117107910904024601955900
Turn Type pm+ptNApm+ptNApm+ptNApm+ptNAProtected Phases 74 38 52 16Permitted Phases 4826Actuated Green, G (s)12.110.9 22.516.3 48.044.6 57.049.1Effective Green, g (s)12.110.9 22.516.3 48.044.6 57.049.1Actuated g/C Ratio0.130.12 0.250.18 0.530.50 0.630.55Clearance Time (s)5.05.0 5.05.0 5.05.0 5.05.0Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)174220 288314 377879 6721008v/s Ratio Prot 0.000.04c0.02c0.06 0.000.14c0.03c0.32v/s Ratio Perm 0.01 0.05 0.05 0.16v/c Ratio 0.060.32 0.270.35 0.110.28 0.290.59Uniform Delay, d1 33.936.2 26.632.2 10.713.3 7.213.7Progression Factor1.001.00 1.001.00 1.001.00 1.001.00Incremental Delay, d20.10.3 0.20.2 0.00.8 0.12.5Delay (s)34.036.5 26.832.4 10.714.1 7.216.1Level of Service CD CC BB ABApproach Delay (s)36.2 30.4 13.6 13.9Approach LOS D C B B
Intersection Summary
HCM 2000 Control Delay 17.9HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.53Actuated Cycle Length (s) 90.0Sum of lost time (s)20.0Intersection Capacity Utilization 56.3%ICU Level of Service BAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
60: Military Rd S & S 272 St 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 2
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)112508365203674652111458870460120
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-3%0%0%-3%
Total Lost time (s)5.05.06.05.05.0 5.05.05.05.05.0
Lane Util. Factor 1.000.951.001.000.95 0.971.001.001.001.00
Frpb, ped/bikes 1.001.000.931.000.99 1.001.000.961.000.99
Flpb, ped/bikes 1.001.001.001.001.00 1.001.001.001.001.00
Frt 1.001.000.851.000.99 1.001.000.851.000.97
Flt Protected 0.951.001.000.951.00 0.951.001.000.951.00
Satd. Flow (prot)1789357814891770344334061855150117821815
Flt Permitted 0.951.001.000.951.00 0.951.001.000.951.00
Satd. Flow (perm)1789357814891770344334061855150117821815
Peak-hour factor, PHF0.950.950.950.950.950.950.950.950.950.950.950.95Adj. Flow (vph)118535384214709682221539374484126RTOR Reduction (vph)00226 0600058080Lane Group Flow (vph)118535158214771022215335746020Confl. Peds. (#/hr)10 1010 1010 1010 10Bus Blockages (#/hr)120041412204
Turn Type ProtNAPermProtNA ProtNAPermProtNAProtected Phases 74 38 52 16Permitted Phases 4 2Actuated Green, G (s)11.030.130.116.735.8 9.845.845.87.443.4Effective Green, g (s)11.030.129.116.735.8 9.845.845.87.443.4Actuated g/C Ratio0.090.250.240.140.30 0.080.380.380.060.36Clearance Time (s)5.05.05.05.05.0 5.05.05.05.05.0Vehicle Extension (s)2.02.02.02.02.0 2.02.02.02.02.0
Lane Grp Cap (vph)1638973612461027 278707572109656v/s Ratio Prot 0.07c0.15c0.12c0.22c0.070.08 0.04c0.33v/s Ratio Perm 0.11 0.02v/c Ratio 0.720.600.440.870.75 0.800.220.060.680.92Uniform Delay, d1 53.039.638.550.638.1 54.125.023.555.136.6Progression Factor1.001.001.001.001.00 1.001.001.001.001.00Incremental Delay, d212.62.93.825.55.1 13.80.10.012.417.5Delay (s)65.642.542.376.143.1 67.925.123.567.554.1Level of Service EDDED ECCEDApproach Delay (s)45.1 50.2 45.1 55.6Approach LOS D D D E
Intersection Summary
HCM 2000 Control Delay 48.9HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.83Actuated Cycle Length (s) 120.0Sum of lost time (s)20.0Intersection Capacity Utilization 81.4%ICU Level of Service DAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
670: W Valley Hwy & S Peasley Cyn Rd 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 3
Movement EBLEBRNBLNBTSBTSBR
Lane Configurations
Volume (vph)351485406513989308
Ideal Flow (vphpl)190019001900190019001900
Total Lost time (s)5.05.05.05.05.05.0
Lane Util. Factor0.971.000.971.001.001.00
Frt 1.000.851.001.001.000.85
Flt Protected 0.951.000.951.001.001.00
Satd. Flow (prot)343315833433186318631583
Flt Permitted 0.951.000.951.001.001.00
Satd. Flow (perm)343315833433186318631583
Peak-hour factor, PHF0.960.960.960.960.960.96Adj. Flow (vph)3665054235341030321RTOR Reduction (vph)023100062Lane Group Flow (vph)3662744235341030259
Turn Type ProtPermProtNANAPermProtected Phases 4 526Permitted Phases 4 6Actuated Green, G (s)14.014.011.066.050.050.0Effective Green, g (s)14.014.011.066.050.050.0Actuated g/C Ratio0.160.160.120.730.560.56Clearance Time (s)5.05.05.05.05.05.0Vehicle Extension (s)2.02.02.02.02.02.0
Lane Grp Cap (vph)53424641913661035879v/s Ratio Prot 0.11c0.120.29c0.55v/s Ratio Permc0.170.16v/c Ratio 0.691.121.010.391.000.29Uniform Delay, d1 35.938.039.54.519.910.6Progression Factor1.001.001.001.001.001.00Incremental Delay, d22.992.046.40.826.80.9Delay (s)38.8130.085.95.346.711.5Level of Service DFFADBApproach Delay (s)91.7 40.938.3Approach LOSFDD
Intersection Summary
HCM 2000 Control Delay 53.7HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 1.02Actuated Cycle Length (s) 90.0Sum of lost time (s)15.0Intersection Capacity Utilization 90.4%ICU Level of Service EAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
1050: Pacific Hwy S & S 288 St 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 4
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)2929203942119934148823116312
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Width 121412121112121212121211
Grade (%)14%-7%-2%
Total Lost time (s)6.0 5.55.55.5 5.55.5 5.0
Lane Util. Factor 1.00 0.950.951.00 1.000.91 0.97
Frpb, ped/bikes 0.99 1.001.000.97 1.000.99 1.00
Flpb, ped/bikes 1.00 1.001.001.00 1.001.00 1.00
Frt 0.97 1.001.000.85 1.000.96 1.00
Flt Protected 0.98 0.950.961.00 0.951.00 0.95
Satd. Flow (prot)174116941711156418054873 3318
Flt Permitted 0.98 0.950.961.00 0.951.00 0.95
Satd. Flow (perm)174116941711156418054873 3318
Peak-hour factor, PHF0.810.810.810.920.920.920.950.950.950.950.960.96Adj. Flow (vph)3636254282321636159283276325RTOR Reduction (vph)000001790032000Lane Group Flow (vph)097022722437051122300331Confl. Peds. (#/hr)101013132222221818Confl. Bikes (#/hr)2 1Heavy Vehicles (%)2%2%2%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)609906906060
Turn Type SplitNA SplitNAPermProtProtNA ProtProtProtected Phases 77 88 552 11Permitted Phases 8Actuated Green, G (s)20.4 27.627.627.6 7.270.9 19.1Effective Green, g (s)19.4 27.627.627.6 7.771.4 19.6Actuated g/C Ratio 0.12 0.170.170.17 0.050.45 0.12Clearance Time (s)5.0 5.55.55.5 6.06.0 5.5Vehicle Extension (s)2.0 2.02.02.0 2.02.0 2.0
Lane Grp Cap (vph)211 292295269 862174 406v/s Ratio Prot c0.06c0.130.13 0.030.25 c0.10v/s Ratio Perm 0.02v/c Ratio 0.46 0.780.760.14 0.590.56 0.82Uniform Delay, d1 65.4 63.363.056.1 74.632.8 68.4Progression Factor 1.00 1.001.001.00 1.001.00 1.01Incremental Delay, d2 0.6 11.29.60.1 7.11.1 11.3Delay (s)66.0 74.572.656.2 81.733.8 80.3Level of Service E EEE FC FApproach Delay (s)66.0 67.9 35.7Approach LOS E E D
Intersection Summary
HCM 2000 Control Delay 43.3HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.73Actuated Cycle Length (s) 160.0Sum of lost time (s)22.0Intersection Capacity Utilization 84.3%ICU Level of Service EAnalysis Period (min)15Description: Traffic Count Consultant - 10/01/2014
HCM Signalized Intersection Capacity Analysis
1050: Pacific Hwy S & S 288 St 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 5
Movement SBTSBR
Lane Configurations
Volume (vph)177363
Ideal Flow (vphpl)19001900
Lane Width 1212
Grade (%)2%
Total Lost time (s)5.0
Lane Util. Factor0.91
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.99
Flt Protected 1.00
Satd. Flow (prot)4982
Flt Permitted 1.00
Satd. Flow (perm)4982
Peak-hour factor, PHF0.960.96Adj. Flow (vph)184766RTOR Reduction (vph)20Lane Group Flow (vph)19110Confl. Peds. (#/hr)18Confl. Bikes (#/hr)4Heavy Vehicles (%)1%1%Bus Blockages (#/hr)90
Turn Type NAProtected Phases 6Permitted PhasesActuated Green, G (s)82.8Effective Green, g (s)83.3Actuated g/C Ratio0.52Clearance Time (s)5.5Vehicle Extension (s)2.0
Lane Grp Cap (vph)2593v/s Ratio Prot c0.38v/s Ratio Permv/c Ratio 0.74Uniform Delay, d1 29.8Progression Factor1.02Incremental Delay, d21.9Delay (s)32.4Level of Service CApproach Delay (s)39.5Approach LOSD
Intersection Summary
HCM Signalized Intersection Capacity Analysis
1050: Pacific Hwy S & S 288 St 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 6
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
1056: Military Rd S & S 288 St 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 7
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)132369108200360117140236188333484194
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Width 121112121112121111121111
Grade (%)-5%8%3%-3%
Total Lost time (s)5.55.5 4.54.5 5.05.05.05.55.55.5
Lane Util. Factor 1.000.95 1.000.95 1.001.001.001.001.001.00
Frpb, ped/bikes 1.000.98 1.000.99 1.001.000.951.001.000.94
Flpb, ped/bikes 1.001.00 1.001.00 1.001.001.000.991.001.00
Frt 1.000.97 1.000.96 1.001.000.851.001.000.85
Flt Protected 0.951.00 0.951.00 0.951.001.000.951.001.00
Satd. Flow (prot)1824335317163166176017841440177918461477
Flt Permitted 0.951.00 0.951.00 0.151.001.000.391.001.00
Satd. Flow (perm)1824335317163166 2761784144073518461477
Peak-hour factor, PHF0.890.890.890.860.860.860.920.920.920.910.910.91Adj. Flow (vph)148415121233419136152257204366532213RTOR Reduction (vph)0160019000133000Lane Group Flow (vph)1485200233536015225771366532213Confl. Peds. (#/hr)16166620203535Confl. Bikes (#/hr)1Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)120001012200
Turn Type ProtNA ProtNAD.P+PNAPermD.P+PNApm+ovProtected Phases 52 16 38 745Permitted Phases 4 88 4Actuated Green, G (s)16.045.2 23.953.1 60.439.039.060.452.268.2Effective Green, g (s)16.045.2 23.953.1 60.439.039.060.452.268.2Actuated g/C Ratio0.110.30 0.160.35 0.400.260.260.400.350.45Clearance Time (s)5.55.5 4.54.5 5.05.05.05.55.55.5Vehicle Extension (s)2.02.0 2.02.0 2.02.02.02.02.02.0
Lane Grp Cap (vph)1941010 2731120 192463374444642671v/s Ratio Prot 0.080.16c0.14c0.17 0.040.14c0.12c0.290.03v/s Ratio Perm 0.28 0.050.21 0.11v/c Ratio 0.760.51 0.850.48 0.790.560.190.820.830.32Uniform Delay, d1 65.243.3 61.337.7 59.948.043.246.544.826.1Progression Factor1.001.00 1.001.00 1.001.001.001.001.001.00Incremental Delay, d214.71.9 21.21.5 18.50.80.111.38.30.1Delay (s)79.845.2 82.639.2 78.448.843.357.753.126.2Level of Service ED FD EDDEDCApproach Delay (s)52.7 52.0 54.3 49.4Approach LOS DDDD
Intersection Summary
HCM 2000 Control Delay 51.7HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.74Actuated Cycle Length (s) 150.0Sum of lost time (s)20.5Intersection Capacity Utilization 82.7%ICU Level of Service EAnalysis Period (min)15Description: Traffic Count Consultant - 10/01/2014
HCM Signalized Intersection Capacity Analysis
1056: Military Rd S & S 288 St 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 8
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3028: 21 Av SW & SW 320 St 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 9
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)14229994347713809937327266498300
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)3%3%-2%2%
Total Lost time (s)4.54.5 5.05.0 5.05.05.04.54.5
Lane Util. Factor 1.000.95 1.000.95 1.001.001.001.000.95
Frpb, ped/bikes 1.001.00 1.001.00 1.001.000.991.000.99
Flpb, ped/bikes 1.001.00 1.001.00 1.001.001.001.001.00
Frt 1.000.96 1.000.98 1.001.000.851.000.94
Flt Protected 0.951.00 0.951.00 0.951.001.000.951.00
Satd. Flow (prot)174333211718343817911900157417403278
Flt Permitted 0.951.00 0.951.00 0.161.001.000.331.00
Satd. Flow (perm)1743332117183438 296190015746093278
Peak-hour factor, PHF0.930.930.930.920.920.920.930.930.930.950.950.95Adj. Flow (vph)1533221013777758710640129269524316RTOR Reduction (vph)026 008000910690Lane Group Flow (vph)15339703778540106401201697710Confl. Peds. (#/hr)3 38 82 23 3Confl. Bikes (#/hr)1Heavy Vehicles (%)2%2%2%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)046620204462
Turn Type ProtNA ProtNAD.P+PNApm+ovD.P+PNAProtected Phases 16 52 74538Permitted Phases 8 44Actuated Green, G (s)14.320.2 29.635.5 51.244.974.551.240.3Effective Green, g (s)14.320.2 29.635.5 51.244.974.551.240.3Actuated g/C Ratio0.120.17 0.250.30 0.430.370.620.430.34Clearance Time (s)4.54.5 5.05.0 5.05.05.04.54.5Vehicle Extension (s)2.02.0 2.02.0 2.02.02.02.02.0
Lane Grp Cap (vph)207559 4231017 26271010423191100v/s Ratio Prot 0.090.12c0.22c0.25 0.04c0.210.050.01c0.24v/s Ratio Perm 0.14 0.080.08v/c Ratio 0.740.71 0.890.84 0.400.560.190.220.70Uniform Delay, d1 51.047.1 43.639.6 40.829.89.821.834.6Progression Factor0.931.02 1.001.00 1.011.011.271.000.96Incremental Delay, d211.23.5 19.96.0 0.43.20.00.12.3Delay (s)58.451.5 63.545.5 41.633.312.521.835.4Level of Service ED ED DCBCDApproach Delay (s)53.4 51.0 26.8 34.4Approach LOS DDCC
Intersection Summary
HCM 2000 Control Delay 41.6HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.80Actuated Cycle Length (s) 120.0Sum of lost time (s)19.0Intersection Capacity Utilization 76.1%ICU Level of Service DAnalysis Period (min)15Description: Traffic Cout Consultant - Oct 14, 2014c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3040: 1 Av S & SW 320 St/S 320 St 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 10
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)81636117329104712518531723097360125
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)5%-1%-1%1%
Total Lost time (s)4.54.5 5.05.0 5.05.05.04.54.5
Lane Util. Factor 1.000.95 1.000.95 1.001.001.001.000.95
Frpb, ped/bikes 1.001.00 1.001.00 1.001.000.991.000.99
Flpb, ped/bikes 1.001.00 1.001.00 1.001.001.001.001.00
Frt 1.000.98 1.000.98 1.001.000.851.000.96
Flt Protected 0.951.00 0.951.00 0.951.001.000.951.00
Satd. Flow (prot)174233691796346817381891157017503401
Flt Permitted 0.951.00 0.951.00 0.151.001.000.121.00
Satd. Flow (perm)1742336917963468 267189115702253401
Peak-hour factor, PHF0.910.910.910.920.920.920.880.880.880.920.920.92Adj. Flow (vph)896991293581138136210360261105391136RTOR Reduction (vph)09005000410220Lane Group Flow (vph)898190358126902103602201055050Confl. Peds. (#/hr)1 12 21 14 4Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)040080804408
Turn Type ProtNA ProtNAD.P+PNApm+ovD.P+PNAProtected Phases 16 52 38574Permitted Phases 4 88Actuated Green, G (s)12.060.5 35.383.8 45.234.169.445.227.4Effective Green, g (s)12.060.5 35.383.8 45.234.169.445.227.4Actuated g/C Ratio0.080.38 0.220.52 0.280.210.430.280.17Clearance Time (s)4.54.5 5.05.0 5.05.05.04.54.5Vehicle Extension (s)2.02.0 2.02.0 2.02.02.02.02.0
Lane Grp Cap (vph)1301273 3961816 239403680169582v/s Ratio Prot 0.050.24c0.20c0.37c0.10c0.190.070.040.15v/s Ratio Perm0.150.070.13v/c Ratio 0.680.64 0.900.70 0.880.890.320.620.87Uniform Delay, d1 72.240.9 60.728.6 64.761.229.866.964.5Progression Factor1.001.00 1.001.00 1.001.001.001.001.00Incremental Delay, d211.32.5 22.92.3 27.720.90.15.012.5Delay (s)83.443.4 83.630.9 92.482.129.971.977.0Level of Service FD FC FFCEEApproach Delay (s)47.3 42.5 68.3 76.2Approach LOS D D E E
Intersection Summary
HCM 2000 Control Delay 54.2HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.83Actuated Cycle Length (s) 160.0Sum of lost time (s)19.0Intersection Capacity Utilization 80.5%ICU Level of Service DAnalysis Period (min)15Description: Traffic Count Consultant - 10/15/2014c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3057:I-5 SB Ramp & S 320 St/S 320 St & I-5 SB Ramp 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 11
Movement EBLEBTEBRWBLWBTWBRNBLNBRSWL2SWLSWR
Lane Configurations
Volume (vph)013653048512120005023872
Ideal Flow (vphpl)19001900190019001900190019001900190019001900
Grade (%)1%0%2%2%
Total Lost time (s)5.05.05.05.0 5.05.05.0
Lane Util. Factor 0.951.001.000.95 0.950.950.76
Frpb, ped/bikes 1.000.971.001.00 1.001.001.00
Flpb, ped/bikes 1.001.001.001.00 1.001.001.00
Frt 1.000.851.001.00 1.001.000.85
Flt Protected 1.001.000.951.00 0.950.951.00
Satd. Flow (prot)3507150617593560 166716813600
Flt Permitted 1.001.000.121.00 0.950.951.00
Satd. Flow (perm)350715062183560 166716813600
Peak-hour factor, PHF0.940.940.940.970.970.971.001.000.960.960.96Adj. Flow (vph)014523238812490005233908RTOR Reduction (vph)0088 0000000100Lane Group Flow (vph)01452235881249000261265808Confl. Peds. (#/hr)2 2 555Heavy Vehicles (%)2%2%2%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)02442020202
Turn Type NAPermD.P+PNA ProtProtcustomProtected Phases 2 16 444 5Permitted Phases 22Actuated Green, G (s)103.5103.5113.5103.5 31.531.546.5Effective Green, g (s)103.5103.5113.5103.5 31.531.546.5Actuated g/C Ratio 0.650.650.710.65 0.200.200.29Clearance Time (s)5.05.05.05.0 5.05.0Vehicle Extension (s)2.02.02.02.0 2.02.0
Lane Grp Cap (vph)22689742502302 3283301046v/s Ratio Prot c0.41 0.020.35 0.160.16c0.22v/s Ratio Perm 0.160.23v/c Ratio 0.640.240.350.54 0.800.800.77Uniform Delay, d1 17.011.829.315.4 61.261.351.9Progression Factor 1.001.000.870.77 1.001.001.00Incremental Delay, d2 1.40.60.30.8 11.812.53.3Delay (s)18.412.425.712.6 72.973.855.2Level of Service BBCB EEEApproach Delay (s)17.3 13.5 0.0 61.9Approach LOS B B A E
Intersection Summary
HCM 2000 Control Delay 30.2HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.70Actuated Cycle Length (s) 160.0Sum of lost time (s)15.0Intersection Capacity Utilization 69.0%ICU Level of Service CAnalysis Period (min)15Description: 9/23/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3058: I-5 NB - 320/320 EB - I-5 NB Ramps & S 320 St & I-5 NB Ramp 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 12
Movement EBLEBTEBRWBLWBTWBRSBLSBRNEL2NELNER
Lane Configurations
Volume (vph)012366020858202003850331
Ideal Flow (vphpl)19001900190019001900190019001900190019001900
Grade (%)1%-1%3%2%
Total Lost time (s)5.05.0 5.0 5.05.0
Lane Util. Factor 0.951.00 0.95 0.950.95
Frpb, ped/bikes 1.001.00 0.99 1.000.99
Flpb, ped/bikes 1.001.00 1.00 1.001.00
Frt 1.000.85 0.97 1.000.87
Flt Protected 1.001.00 1.00 0.950.99
Satd. Flow (prot)350715753453 16511489
Flt Permitted 1.001.00 1.00 0.950.99
Satd. Flow (perm)350715753453 16511489
Peak-hour factor, PHF0.970.970.970.880.880.881.001.000.910.910.91Adj. Flow (vph)012746210975230004230364RTOR Reduction (vph)0000100000280Lane Group Flow (vph)01274621011950003813780Confl. Peds. (#/hr)2 21010111Heavy Vehicles (%)2%2%2%1%1%1%2%2%2%2%2%Bus Blockages (#/hr)02002020202
Turn Type NAFree NA ProtProtProtected Phases 2 6 44Permitted Phases FreeActuated Green, G (s)103.3160.0103.3 46.746.7Effective Green, g (s)103.3160.0103.3 46.746.7Actuated g/C Ratio 0.651.00 0.65 0.290.29Clearance Time (s)5.0 5.0 5.05.0Vehicle Extension (s)2.0 2.0 2.02.0
Lane Grp Cap (vph)226415752229 481434v/s Ratio Prot c0.36 0.35 0.23c0.25v/s Ratio Perm 0.39v/c Ratio 0.560.39 0.54 0.790.87Uniform Delay, d1 15.80.0 15.4 52.253.8Progression Factor 0.561.00 1.00 1.001.00Incremental Delay, d2 0.80.6 0.9 8.116.6Delay (s)9.60.6 16.3 60.370.4Level of Service AA B EEApproach Delay (s)6.7 16.3 0.0 65.5Approach LOS A B A E
Intersection Summary
HCM 2000 Control Delay 21.6HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.66Actuated Cycle Length (s) 160.0Sum of lost time (s)10.0Intersection Capacity Utilization 72.9%ICU Level of Service CAnalysis Period (min)15Description: 9/23/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3064: Military Rd S & S 320 St/S Peasley Cyn Rd 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 13
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)21592961221572112817011950142251127
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Total Lost time (s)5.05.06.05.05.0 5.05.05.05.05.05.0
Lane Util. Factor 1.000.951.001.000.95 1.001.001.001.001.001.00
Frpb, ped/bikes 1.001.000.951.000.99 1.001.000.951.001.000.95
Flpb, ped/bikes 1.001.001.001.001.00 1.001.001.001.001.001.00
Frt 1.001.000.851.000.98 1.001.000.851.001.000.85
Flt Protected 0.951.001.000.951.00 0.951.001.000.951.001.00
Satd. Flow (prot)17703525150517703398175518631499175518631499
Flt Permitted 0.951.001.000.951.00 0.951.001.000.951.001.00
Satd. Flow (perm)17703525150517703398175518631499175518631499
Peak-hour factor, PHF0.960.960.960.960.960.960.960.960.960.960.960.96Adj. Flow (vph)22496863822475113317712452148261132RTOR Reduction (vph)0065 08000420098Lane Group Flow (vph)22496857322487601771241014826134Confl. Peds. (#/hr)1010101010101010Bus Blockages (#/hr)020020202202
Turn Type ProtNApm+ovProtNA SplitNAPermSplitNAPermProtected Phases 528168844Permitted Phases284Actuated Green, G (s)23.457.388.726.059.9 31.431.431.425.325.325.3Effective Green, g (s)23.457.386.726.059.9 31.431.431.425.325.325.3Actuated g/C Ratio0.150.360.540.160.37 0.200.200.200.160.160.16Clearance Time (s)5.05.05.05.05.0 5.05.05.05.05.05.0Vehicle Extension (s)2.02.02.02.02.0 2.02.02.02.02.02.0
Lane Grp Cap (vph)25812628712871272 344365294277294237v/s Ratio Prot c0.13c0.27c0.12c0.130.26 0.100.07 0.08c0.14v/s Ratio Perm 0.26 0.01 0.02v/c Ratio 0.870.770.660.780.69 0.510.340.030.530.890.14Uniform Delay, d1 66.845.426.164.342.2 57.555.452.061.966.058.0Progression Factor1.001.001.001.001.00 1.001.001.001.001.001.00Incremental Delay, d224.44.51.411.93.1 0.50.20.01.025.30.1Delay (s)91.249.927.576.245.2 58.055.652.162.991.358.1Level of Service FDCED EEDEFEApproach Delay (s)47.2 51.5 56.3 75.4Approach LOS D D E E
Intersection Summary
HCM 2000 Control Delay 53.2HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.79Actuated Cycle Length (s) 160.0Sum of lost time (s)21.0Intersection Capacity Utilization 77.4%ICU Level of Service DAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4028: 21 Av SW & SW 336 St/SW Campus Dr 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 14
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBUSBLSBT
Lane Configurations
Volume (vph)23255810517768319020340610016209540
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Width 111112111112111112111111
Grade (%)0%1%2%-2%
Total Lost time (s)4.55.0 4.54.54.55.04.5 5.05.0
Lane Util. Factor 0.970.95 0.970.951.001.000.95 1.000.95
Frpb, ped/bikes 1.000.99 1.001.000.981.001.00 1.001.00
Flpb, ped/bikes 1.001.00 1.001.001.001.001.00 1.001.00
Frt 1.000.98 1.001.000.851.000.97 1.000.97
Flt Protected 0.951.00 0.951.001.000.951.00 0.951.00
Satd. Flow (prot)3351334632953438154516943265 17293331
Flt Permitted 0.951.00 0.951.001.000.121.00 0.191.00
Satd. Flow (perm)335133463295343815452143265 3383331
Peak-hour factor, PHF0.950.950.950.870.870.870.960.960.960.910.910.91Adj. Flow (vph)24458711120378521821142310418230593RTOR Reduction (vph)01000010701800016Lane Group Flow (vph)244688020378511121150900248723Confl. Peds. (#/hr)1010551155Heavy Vehicles (%)1%1%1%1%1%1%2%2%2%1%1%1%Bus Blockages (#/hr)000602022026
Turn Type ProtNA ProtNAPermD.P+PNAD.P+PD.P+PNAProtected Phases 74 38 52 116Permitted Phases 86 22Actuated Green, G (s)13.755.0 14.556.356.351.027.1 51.535.3Effective Green, g (s)13.755.0 14.556.356.351.027.1 51.535.3Actuated g/C Ratio0.100.39 0.100.400.400.360.19 0.370.25Clearance Time (s)4.55.0 4.54.54.55.04.5 5.05.0Vehicle Extension (s)2.02.0 2.02.02.02.02.0 2.02.0
Lane Grp Cap (vph)3271314 3411382621243632 366839v/s Ratio Prot c0.070.21 0.06c0.23c0.100.16 0.120.22v/s Ratio Perm 0.07c0.22 0.13v/c Ratio 0.750.52 0.600.570.180.870.81 0.680.86Uniform Delay, d1 61.532.5 59.932.427.054.153.9 46.950.0Progression Factor1.001.00 1.001.001.001.001.00 1.001.00Incremental Delay, d27.91.5 1.91.70.625.57.0 3.98.8Delay (s)69.334.0 61.834.127.679.760.9 50.858.8Level of Service EC ECCEE DEApproach Delay (s)43.1 37.6 66.3 56.8Approach LOS D D E E
Intersection Summary
HCM 2000 Control Delay 49.3HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.72Actuated Cycle Length (s) 140.0Sum of lost time (s)20.0Intersection Capacity Utilization 72.1%ICU Level of Service CAnalysis Period (min)15Description: Traffic Count Consultants - 10/22/2014c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4028: 21 Av SW & SW 336 St/SW Campus Dr 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 15
Movement SBR
Lane Configurations
Volume (vph)133
Ideal Flow (vphpl)1900
Lane Width 12
Grade (%)
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF0.91Adj. Flow (vph)146RTOR Reduction (vph)0Lane Group Flow (vph)0Confl. Peds. (#/hr)5Heavy Vehicles (%)1%Bus Blockages (#/hr)0
Turn TypeProtected PhasesPermitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Vehicle Extension (s)
Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
4050: Pacific Hwy S & S 336 St 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 16
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)27331638313736010814249987792679
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)1%1%3%
Total Lost time (s)4.55.55.54.55.5 5.05.0 5.5
Lane Util. Factor 1.001.001.001.000.95 0.970.91 1.00
Frpb, ped/bikes 1.001.000.981.001.00 1.001.00 1.00
Flpb, ped/bikes 1.001.001.001.001.00 1.001.00 1.00
Frt 1.001.000.851.000.97 1.000.99 1.00
Flt Protected 0.951.001.000.951.00 0.951.00 0.95
Satd. Flow (prot)17351872153617493404 34014951 1796
Flt Permitted 0.181.001.000.191.00 0.951.00 0.95
Satd. Flow (perm)323187215363503404 34014951 1796
Peak-hour factor, PHF0.810.810.810.820.820.820.880.880.880.880.860.86Adj. Flow (vph)337390473167439132162831122903092RTOR Reduction (vph)00144019 0005000Lane Group Flow (vph)33739032916755200299120700122Confl. Peds. (#/hr)6 67 733 333Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%2%2%Bus Blockages (#/hr)604426426060
Turn Type D.P+PNAPermD.P+PNA ProtProtNA ProtProtProtected Phases 74 38 552 11Permitted Phases 8 44Actuated Green, G (s)58.442.242.258.433.4 16.363.3 17.8Effective Green, g (s)58.442.242.258.433.4 16.363.3 17.8Actuated g/C Ratio0.360.260.260.360.21 0.100.40 0.11Clearance Time (s)4.55.55.54.55.5 5.05.0 5.5Vehicle Extension (s)2.02.02.02.02.0 2.02.0 2.0
Lane Grp Cap (vph)338493405269710 3461958 199v/s Ratio Prot c0.160.21 0.060.16 c0.090.24 0.07v/s Ratio Perm c0.21 0.210.16v/c Ratio 1.000.790.810.620.78 0.860.62 0.61Uniform Delay, d1 43.254.855.258.959.8 70.838.6 67.8Progression Factor1.001.001.001.001.00 1.001.00 1.00Incremental Delay, d247.87.911.23.24.9 18.91.5 3.9Delay (s)91.062.766.562.164.7 89.740.1 71.6Level of Service F EEEE FD EApproach Delay (s)72.1 64.1 49.9Approach LOS E E D
Intersection Summary
HCM 2000 Control Delay 53.3HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.86Actuated Cycle Length (s) 160.0Sum of lost time (s)20.5Intersection Capacity Utilization 83.4%ICU Level of Service EAnalysis Period (min)15Description: 9/18/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4050: Pacific Hwy S & S 336 St 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 17
Movement SBTSBR
Lane Configurations
Volume (vph)1300282
Ideal Flow (vphpl)19001900
Grade (%)-3%
Total Lost time (s)5.54.5
Lane Util. Factor 0.911.00
Frpb, ped/bikes 1.000.99
Flpb, ped/bikes 1.001.00
Frt 1.000.85
Flt Protected 1.001.00
Satd. Flow (prot)51341573
Flt Permitted 1.001.00
Satd. Flow (perm)51341573
Peak-hour factor, PHF0.860.86Adj. Flow (vph)1512328RTOR Reduction (vph)040Lane Group Flow (vph)1512288Confl. Peds. (#/hr)3Heavy Vehicles (%)2%2%Bus Blockages (#/hr)42
Turn Type NApm+ovProtected Phases 67Permitted Phases 6Actuated Green, G (s)64.889.8Effective Green, g (s)64.889.8Actuated g/C Ratio0.400.56Clearance Time (s)5.54.5Vehicle Extension (s)2.02.0
Lane Grp Cap (vph)2079882v/s Ratio Prot c0.290.05v/s Ratio Perm 0.13v/c Ratio 0.730.33Uniform Delay, d1 40.118.9Progression Factor1.001.00Incremental Delay, d22.30.1Delay (s)42.518.8Level of Service DBApproach Delay (s)40.4Approach LOSD
Intersection Summary
HCM Signalized Intersection Capacity Analysis
4218: Hoyt Rd SW & SW 340 St 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 18
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)3926311518743212723223617376207127
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)2%2%1%1%
Total Lost time (s)4.54.55.54.54.5 4.54.5 5.04.54.5
Lane Util. Factor 1.001.001.001.001.00 1.001.00 1.001.001.00
Frpb, ped/bikes 1.001.000.981.000.99 1.000.99 1.001.001.00
Flpb, ped/bikes 1.001.001.001.001.00 1.001.00 1.001.001.00
Frt 1.001.000.851.000.97 1.000.94 1.001.000.85
Flt Protected 0.951.001.000.951.00 0.951.00 0.951.001.00
Satd. Flow (prot)1752184415021747178217561736177818341572
Flt Permitted 0.241.001.000.501.00 0.381.00 0.141.001.00
Satd. Flow (perm)447184415029251782 7041736 25418341572
Peak-hour factor, PHF0.910.910.910.940.940.940.930.930.930.920.920.92Adj. Flow (vph)4328912619946013524925418683225138RTOR Reduction (vph)0068 070023000110Lane Group Flow (vph)4328958199588024941708322528Confl. Peds. (#/hr)1 14 41 1Heavy Vehicles (%)2%2%2%0%0%0%1%1%1%1%1%1%Bus Blockages (#/hr)005530300053
Turn Type D.P+PNAPermD.P+PNAD.P+PNAD.P+PNAPermProtected Phases 74 38 52 16Permitted Phases 8 44 6 2 6Actuated Green, G (s)62.256.256.262.258.1 39.832.5 39.324.024.0Effective Green, g (s)62.256.255.262.258.1 39.832.5 39.324.024.0Actuated g/C Ratio0.520.470.460.520.48 0.330.27 0.330.200.20Clearance Time (s)4.54.54.54.54.5 4.54.5 5.04.54.5Vehicle Extension (s)2.02.02.02.02.0 2.02.0 2.02.02.0
Lane Grp Cap (vph)276863690520862 372470 169366314v/s Ratio Prot 0.010.16c0.02c0.33c0.09c0.24 0.030.12v/s Ratio Perm 0.08 0.040.18 0.13 0.13 0.02v/c Ratio 0.160.330.080.380.68 0.670.89 0.490.610.09Uniform Delay, d1 30.920.118.222.023.8 31.742.0 31.143.839.1Progression Factor1.001.001.000.940.93 1.001.00 1.001.001.00Incremental Delay, d20.11.00.20.13.3 3.517.6 0.82.20.0Delay (s)31.021.218.420.725.6 35.259.6 31.945.939.1Level of Service CCBCC DE CDDApproach Delay (s)21.3 24.3 50.8 41.2Approach LOS CCDD
Intersection Summary
HCM 2000 Control Delay 34.6HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.76Actuated Cycle Length (s) 120.0Sum of lost time (s)18.5Intersection Capacity Utilization 77.4%ICU Level of Service DAnalysis Period (min)15Description: Traffic Count Consultants - 10/23/2014c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4840: 1 Av S & SW Campus Dr/S 348 St 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 19
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)836356929010521535913634167466161
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)4%-1%7%-3%
Total Lost time (s)4.54.5 5.05.05.05.04.5 5.05.04.5
Lane Util. Factor 0.970.95 0.970.951.001.000.95 1.000.951.00
Frpb, ped/bikes 1.001.00 1.001.000.991.001.00 1.001.000.99
Flpb, ped/bikes 1.001.00 1.001.001.001.001.00 1.001.001.00
Frt 1.000.99 1.001.000.851.000.97 1.001.000.85
Flt Protected 0.951.00 0.951.001.000.951.00 0.951.001.00
Satd. Flow (prot)3384343734433578157717113320179936131593
Flt Permitted 0.951.00 0.951.001.000.951.00 0.951.001.00
Satd. Flow (perm)3384343734433578157717113320179936131593
Peak-hour factor, PHF0.890.890.890.980.980.980.880.880.880.930.930.93Adj. Flow (vph)937137829610731566715539180501173RTOR Reduction (vph)040004501500068Lane Group Flow (vph)9378702961073111671790180501105Confl. Peds. (#/hr)1 13 31 1Heavy Vehicles (%)1%1%1%2%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)222122222222
Turn Type ProtNA ProtNApm+ovProtNA ProtNApm+ovProtected Phases 74 38152167Permitted Phases 8 6Actuated Green, G (s)9.279.6 19.790.1113.613.718.2 23.527.536.7Effective Green, g (s)9.279.6 19.790.1113.613.718.2 23.527.536.7Actuated g/C Ratio0.060.50 0.120.560.710.090.11 0.150.170.23Clearance Time (s)4.54.5 5.05.05.05.04.5 5.05.04.5Vehicle Extension (s)2.02.0 2.02.02.02.02.0 2.02.02.0
Lane Grp Cap (vph)1941709 42320141168146377 264620410v/s Ratio Prot 0.030.23c0.09c0.300.010.040.05c0.10c0.140.01v/s Ratio Perm0.060.05v/c Ratio 0.480.46 0.700.530.090.460.47 0.680.810.26Uniform Delay, d1 73.126.2 67.321.87.269.666.4 64.763.750.5Progression Factor1.001.00 1.001.001.001.001.00 1.001.001.00Incremental Delay, d20.70.9 4.11.00.00.80.3 5.77.20.1Delay (s)73.827.1 71.422.87.270.566.8 70.470.950.6Level of Service EC ECAEE EEDApproach Delay (s)32.0 30.7 67.7 66.7Approach LOS C C E E
Intersection Summary
HCM 2000 Control Delay 42.5HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.64Actuated Cycle Length (s) 160.0Sum of lost time (s)19.5Intersection Capacity Utilization 66.8%ICU Level of Service CAnalysis Period (min)15Description: Traffic Count Consultant - 10/22/2014c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4848: Pacific Hwy S & S 348 St 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 20
Movement EBUEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBT
Lane Configurations
Volume (vph)41101993250576124055225425460141762
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)4%1%2%-3%
Total Lost time (s)4.55.0 5.05.0 5.05.05.05.55.5
Lane Util. Factor 1.000.91 0.970.91 0.970.951.001.000.95
Frpb, ped/bikes 1.001.00 1.001.00 1.001.000.991.001.00
Flpb, ped/bikes 1.001.00 1.001.00 1.001.001.001.001.00
Frt 1.000.97 1.000.99 1.001.000.851.001.00
Flt Protected 0.951.00 0.951.00 0.951.001.000.951.00
Satd. Flow (prot)173748633369496532883390151117963578
Flt Permitted 0.951.00 0.951.00 0.951.001.000.951.00
Satd. Flow (perm)173748633369496532883390151117963578
Peak-hour factor, PHF0.910.910.910.910.940.940.940.930.930.930.960.96Adj. Flow (vph)451111091275613131959242457495147794RTOR Reduction (vph)0026 0030005100Lane Group Flow (vph)01561340061313750242457444147794Confl. Peds. (#/hr)55 5 3 32Heavy Vehicles (%)1%1%1%1%3%3%3%5%5%5%2%2%Bus Blockages (#/hr)220222222002
Turn Type ProtProtNA ProtNA ProtNApm+ovProtNAProtected Phases 774 38 52316Permitted Phases 2Actuated Green, G (s)23.552.2 31.160.3 14.332.263.324.041.9Effective Green, g (s)23.552.2 31.160.3 14.332.263.324.041.9Actuated g/C Ratio 0.150.33 0.190.38 0.090.200.400.150.26Clearance Time (s)4.55.0 5.05.0 5.05.05.05.55.5Vehicle Extension (s)2.02.0 2.02.0 2.02.02.02.02.0
Lane Grp Cap (vph)2551586 6541871 293682597269936v/s Ratio Prot 0.09c0.28c0.180.28c0.070.130.140.08c0.22v/s Ratio Perm 0.15v/c Ratio 0.610.84 0.940.73 0.830.670.740.550.85Uniform Delay, d1 64.050.1 63.543.0 71.659.041.463.056.0Progression Factor 1.001.00 1.461.39 1.001.001.001.001.00Incremental Delay, d2 3.05.7 13.01.4 16.32.04.41.26.9Delay (s)67.055.8105.561.1 87.961.045.864.263.0Level of Service EE FE FEDEEApproach Delay (s)57.0 74.8 60.2 60.7Approach LOS EEEE
Intersection Summary
HCM 2000 Control Delay 64.4HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 0.86Actuated Cycle Length (s) 160.0Sum of lost time (s)20.5Intersection Capacity Utilization 95.0%ICU Level of Service FAnalysis Period (min)15Description: 9/11/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4848: Pacific Hwy S & S 348 St 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 21
Movement SBR
Lane Configurations
Volume (vph)150
Ideal Flow (vphpl)1900
Grade (%)
Total Lost time (s)5.5
Lane Util. Factor 1.00
Frpb, ped/bikes 0.99
Flpb, ped/bikes 1.00
Frt 0.85
Flt Protected 1.00
Satd. Flow (prot)1571
Flt Permitted 1.00
Satd. Flow (perm)1571
Peak-hour factor, PHF0.96Adj. Flow (vph)156RTOR Reduction (vph)88Lane Group Flow (vph)68Confl. Peds. (#/hr)2Heavy Vehicles (%)2%Bus Blockages (#/hr)2
Turn Type PermProtected PhasesPermitted Phases6Actuated Green, G (s)41.9Effective Green, g (s)41.9Actuated g/C Ratio0.26Clearance Time (s)5.5Vehicle Extension (s)2.0
Lane Grp Cap (vph)411v/s Ratio Protv/s Ratio Perm0.04v/c Ratio 0.17Uniform Delay, d1 45.6Progression Factor1.00Incremental Delay, d20.1Delay (s)45.6Level of Service DApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
4850: Enchanted Pkwy S/16 Av S & S 348 St/SR 18 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 22
Movement EBUEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBL
Lane Configurations
Volume (vph)410510853169431434404157287497482385
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)2%-4%2%
Total Lost time (s)4.54.54.55.05.05.0 5.05.05.05.0
Lane Util. Factor 1.000.911.000.940.911.00 0.970.910.910.97
Frpb, ped/bikes 1.001.000.981.001.000.98 1.001.001.001.00
Flpb, ped/bikes 1.001.001.001.001.001.00 1.001.001.001.00
Frt 1.001.000.851.001.000.85 1.000.960.851.00
Flt Protected 0.951.001.000.951.001.00 0.951.001.000.95
Satd. Flow (prot)1688489114855027512315543419323114413502
Flt Permitted 0.951.001.000.951.001.00 0.951.001.000.95
Satd. Flow (perm)1688489114855027512315543419323114413502
Peak-hour factor, PHF0.860.860.860.860.930.930.930.940.940.940.940.94Adj. Flow (vph)5122126236710141542434167305529513410RTOR Reduction (vph)00086001860022400Lane Group Flow (vph)01271262281101415422480472697283410Confl. Peds. (#/hr)44 45 511 114Heavy Vehicles (%)5%5%5%5%3%3%3%1%1%1%1%1%Bus Blockages (#/hr)220222222200
Turn Type ProtProtNAPermProtNAPermProtProtNApt+ovProtProtected Phases 774 38 5522 31Permitted Phases 4 8Actuated Green, G (s)14.344.044.031.060.760.7 22.041.277.224.3Effective Green, g (s)14.344.044.031.060.760.7 22.041.277.224.3Actuated g/C Ratio 0.090.280.280.190.380.38 0.140.260.480.15Clearance Time (s)4.54.54.55.05.05.0 5.05.0 5.0Vehicle Extension (s)2.02.02.02.02.02.0 2.02.0 2.0
Lane Grp Cap (vph)15013454089731943589 470831695531v/s Ratio Prot 0.08c0.26c0.200.30 c0.140.220.200.12v/s Ratio Perm 0.19 0.16v/c Ratio 0.850.940.691.040.790.42 1.000.840.410.77Uniform Delay, d1 71.856.751.964.544.136.7 69.056.326.765.2Progression Factor 1.091.341.541.001.001.00 1.001.001.001.00Incremental Delay, d2 21.49.15.640.43.42.2 42.67.10.16.3Delay (s)99.885.385.3104.947.538.9111.663.426.871.5Level of Service FFFFDDFECEApproach Delay (s)86.4 65.7 70.6Approach LOS F E E
Intersection Summary
HCM 2000 Control Delay 72.6HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 0.97Actuated Cycle Length (s) 160.0Sum of lost time (s)20.0Intersection Capacity Utilization 105.8%ICU Level of Service GAnalysis Period (min)15Description: 9/09/2014 - Traffic Count Consultant c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4850: Enchanted Pkwy S/16 Av S & S 348 St/SR 18 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 23
Movement SBTSBR
Lane Configurations
Volume (vph)699132
Ideal Flow (vphpl)19001900
Grade (%)-2%
Total Lost time (s)5.5
Lane Util. Factor 0.95
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.98
Flt Protected 1.00
Satd. Flow (prot)3495
Flt Permitted 1.00
Satd. Flow (perm)3495
Peak-hour factor, PHF0.940.94Adj. Flow (vph)744140RTOR Reduction (vph)100Lane Group Flow (vph)8740Confl. Peds. (#/hr)14Heavy Vehicles (%)1%1%Bus Blockages (#/hr)22
Turn Type NAProtected Phases 6Permitted PhasesActuated Green, G (s)43.0Effective Green, g (s)43.0Actuated g/C Ratio0.27Clearance Time (s)5.5Vehicle Extension (s)2.0
Lane Grp Cap (vph)939v/s Ratio Prot c0.25v/s Ratio Permv/c Ratio 0.93Uniform Delay, d1 57.1Progression Factor1.00Incremental Delay, d215.2Delay (s)72.3Level of Service EApproach Delay (s)72.0Approach LOSE
Intersection Summary
HCM Signalized Intersection Capacity Analysis
5228: 21 Av SW & SW 356 St 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 24
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)43736235785922645471321170394
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)0%-1%0%1%
Total Lost time (s)4.54.5 4.54.5 4.04.0 4.54.5
Lane Util. Factor 0.971.00 1.000.95 1.001.00 1.001.00
Frpb, ped/bikes 1.001.00 1.001.00 1.001.00 1.000.97
Flpb, ped/bikes 1.001.00 1.001.00 1.001.00 1.001.00
Frt 1.001.00 1.000.97 1.000.97 1.000.85
Flt Protected 0.951.00 0.951.00 0.951.00 0.961.00
Satd. Flow (prot)346018641796344517661806 18041530
Flt Permitted 0.951.00 0.951.00 0.951.00 0.961.00
Satd. Flow (perm)346018641796344517661806 18041530
Peak-hour factor, PHF0.900.900.900.920.920.920.750.750.750.970.970.97Adj. Flow (vph)48640236293424660631721872406RTOR Reduction (vph)000017009000326Lane Group Flow (vph)4864050621163060710029080Confl. Peds. (#/hr)3 34 43 38 8Confl. Bikes (#/hr)3 1Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)120031312203
Turn Type ProtNA ProtNA SplitNA SplitNAPermProtected Phases 74 38 22 11Permitted Phases 1Actuated Green, G (s)17.564.37.153.910.610.620.520.5Effective Green, g (s)17.564.3 7.153.9 10.610.6 20.520.5Actuated g/C Ratio0.150.540.060.450.090.090.170.17Clearance Time (s)4.54.5 4.54.5 4.04.0 4.54.5Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)504998 1061547 155159 308261v/s Ratio Prot c0.140.22 0.03c0.34 0.03c0.04 c0.16v/s Ratio Perm 0.05v/c Ratio0.960.410.580.750.390.450.940.31Uniform Delay, d1 50.916.5 55.027.5 51.651.9 49.243.5Progression Factor1.001.00 0.911.00 1.001.00 1.052.52Incremental Delay, d230.71.2 4.83.2 0.60.7 35.10.2Delay (s)81.717.7 54.730.7 52.252.6 86.5110.1Level of Service FB DC DD FFApproach Delay (s)52.6 31.9 52.5 100.3Approach LOS D C D F
Intersection Summary
HCM 2000 Control Delay 55.1HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 0.79Actuated Cycle Length (s) 120.0Sum of lost time (s)17.5Intersection Capacity Utilization 76.8%ICU Level of Service DAnalysis Period (min)15Description: Traffic Count Consultants - 10/29/2014c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
5240: 1 Av S & SW 356 St/S 356 St 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 25
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)15548528548129730304825049595
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-4%5%3%1%
Total Lost time (s)5.55.55.54.54.5 5.04.54.55.04.55.5
Lane Util. Factor 1.001.001.001.000.95 1.001.001.001.001.001.00
Frpb, ped/bikes 1.001.000.971.001.00 1.001.001.001.001.001.00
Flpb, ped/bikes 1.001.001.001.001.00 1.001.001.001.001.001.00
Frt 1.001.000.851.000.98 1.001.000.851.001.000.85
Flt Protected 0.951.001.000.951.00 0.951.001.000.951.001.00
Satd. Flow (prot)18081919158117423408169617851530176118531563
Flt Permitted 0.141.001.000.301.00 0.721.001.000.731.001.00
Satd. Flow (perm)274191915815473408128617851530135218531563
Peak-hour factor, PHF0.950.950.950.920.920.920.710.710.710.870.870.87Adj. Flow (vph)163511295988310542426828756684RTOR Reduction (vph)0016 070006300105Lane Group Flow (vph)163511135998104242528756579Confl. Peds. (#/hr)3 3Confl. Bikes (#/hr)3 1Heavy Vehicles (%)1%1%1%1%1%1%4%4%4%2%2%2%Bus Blockages (#/hr)200022220002
Turn Type D.P+PNAPermD.P+PNAD.P+PNAPermD.P+PNApm+ovProtected Phases 16 52 74 381Permitted Phases 2 66 8 44 8Actuated Green, G (s)74.054.754.774.048.6 26.59.79.726.513.038.4Effective Green, g (s)74.054.754.774.048.6 26.59.79.726.513.038.4Actuated g/C Ratio0.620.460.460.620.41 0.220.080.080.220.110.32Clearance Time (s)5.55.55.54.54.5 5.04.54.55.04.55.5Vehicle Extension (s)2.02.02.02.02.0 2.02.02.02.02.02.0
Lane Grp Cap (vph)4938747205291380 330144123355200571v/s Ratio Prot 0.070.27 0.02c0.29 0.010.02c0.110.03c0.21v/s Ratio Perm 0.13 0.010.05 0.01 0.000.07 0.16v/c Ratio 0.330.580.020.110.71 0.130.290.040.810.281.01Uniform Delay, d1 28.024.217.919.729.8 37.751.950.942.949.240.8Progression Factor0.610.901.001.001.00 1.001.001.001.001.001.00Incremental Delay, d20.12.80.00.03.1 0.10.40.112.00.341.3Delay (s)17.224.718.019.733.0 37.752.350.954.949.582.1Level of Service BCBBC DDDDDFApproach Delay (s)22.6 32.2 47.7 72.8Approach LOS C C D E
Intersection Summary
HCM 2000 Control Delay 44.9HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.91Actuated Cycle Length (s) 120.0Sum of lost time (s)19.5Intersection Capacity Utilization 78.6%ICU Level of Service DAnalysis Period (min)15Description: Traffic Count Consultants - 10/16/2014c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
5246: Pacific Hwy S/ Pacific Hwy S & S 356 St 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 26
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBLSBT
Lane Configurations
Volume (vph)23929431123846743217057358561179
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-1%-3%2%-2%
Total Lost time (s)7.05.05.06.05.0 4.54.5 5.55.5
Lane Util. Factor 0.971.001.001.000.95 0.970.95 1.000.95
Frpb, ped/bikes 1.001.001.001.001.00 1.001.00 1.001.00
Flpb, ped/bikes 1.001.001.001.001.00 1.001.00 1.001.00
Frt 1.001.000.851.000.99 1.000.99 1.001.00
Flt Protected 0.951.001.000.951.00 0.951.00 0.951.00
Satd. Flow (prot)34701891159417643509 3240328117533492
Flt Permitted 0.951.001.000.951.00 0.951.00 0.951.00
Satd. Flow (perm)34701891159417643509 3240328117533492
Peak-hour factor, PHF0.930.930.930.870.870.870.810.810.810.810.940.94Adj. Flow (vph)25731633427453749221070772601254RTOR Reduction (vph)00123 040004000Lane Group Flow (vph)257316211274582002127750601254Confl. Peds. (#/hr)1 1Heavy Vehicles (%)1%1%1%3%3%3%7%7%7%7%4%4%Bus Blockages (#/hr)202202202002
Turn Type ProtNAPermProtNA ProtProtNA ProtNAProtected Phases 74 38 552 16Permitted Phases 4Actuated Green, G (s)15.632.532.525.040.9 11.672.3 8.268.9Effective Green, g (s)15.632.532.525.040.9 12.673.3 8.268.9Actuated g/C Ratio0.100.200.200.160.26 0.080.46 0.050.43Clearance Time (s)7.05.05.06.05.0 5.55.5 5.55.5Vehicle Extension (s)2.02.02.02.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)338384323275896 2551503 891503v/s Ratio Prot 0.07c0.17c0.160.17 c0.070.24 0.03c0.36v/s Ratio Perm 0.13v/c Ratio 0.760.820.651.000.65 0.830.52 0.670.83Uniform Delay, d1 70.461.058.667.553.1 72.730.8 74.640.5Progression Factor1.001.001.000.780.73 1.001.00 1.001.00Incremental Delay, d28.812.73.652.11.2 19.31.3 14.75.6Delay (s)79.173.762.2104.739.7 91.932.0 89.346.1Level of Service EEEFD FC FDApproach Delay (s)71.0 60.4 44.8 45.2Approach LOS E E D D
Intersection Summary
HCM 2000 Control Delay 53.6HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.87Actuated Cycle Length (s) 160.0Sum of lost time (s)22.0Intersection Capacity Utilization 87.4%ICU Level of Service EAnalysis Period (min)15Description: 9/10/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
5246: Pacific Hwy S/ Pacific Hwy S & S 356 St 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 27
Movement SBR
Lane Configurations
Volume (vph)229
Ideal Flow (vphpl)1900
Grade (%)
Total Lost time (s)5.5
Lane Util. Factor 1.00
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.85
Flt Protected 1.00
Satd. Flow (prot)1568
Flt Permitted 1.00
Satd. Flow (perm)1568
Peak-hour factor, PHF0.94Adj. Flow (vph)244RTOR Reduction (vph)80Lane Group Flow (vph)164Confl. Peds. (#/hr)Heavy Vehicles (%)4%Bus Blockages (#/hr)0
Turn Type PermProtected PhasesPermitted Phases6Actuated Green, G (s)68.9Effective Green, g (s)68.9Actuated g/C Ratio0.43Clearance Time (s)5.5Vehicle Extension (s)2.0
Lane Grp Cap (vph)675v/s Ratio Protv/s Ratio Perm0.10v/c Ratio 0.24Uniform Delay, d1 29.0Progression Factor1.00Incremental Delay, d20.9Delay (s)29.8Level of Service CApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
5251: Enchanted Pkwy S & S 356 St 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 28
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)182102342968634597351911565
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)1%0%-1%1%
Total Lost time (s)3.53.52.02.0 3.04.0 5.03.0
Lane Util. Factor 1.001.001.001.00 1.000.95 1.000.95
Frpb, ped/bikes 1.000.981.001.00 1.001.00 1.001.00
Flpb, ped/bikes 1.001.001.001.00 1.001.00 1.001.00
Frt 1.000.851.000.99 1.000.99 1.001.00
Flt Protected 0.951.000.951.00 0.951.00 0.951.00
Satd. Flow (prot)17651539174918561796354317783540
Flt Permitted 0.591.000.371.00 0.951.00 0.951.00
Satd. Flow (perm)1082153967818561796354317783540
Peak-hour factor, PHF0.860.860.860.830.830.830.960.960.960.960.960.96Adj. Flow (vph)2121227235827359101453912045RTOR Reduction (vph)00214 020020000Lane Group Flow (vph)0224583587035910650912090Confl. Peds. (#/hr)2 24 48 86 6Heavy Vehicles (%)2%2%2%2%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)202202020020
Turn Type PermNAPermPermNA ProtNA ProtNAProtected Phases 4 8 52 16Permitted Phases 4 48Actuated Green, G (s)33.133.133.633.6 35.092.4 2.059.4Effective Green, g (s)34.134.135.635.6 37.093.4 2.061.4Actuated g/C Ratio 0.210.210.220.22 0.230.58 0.010.38Clearance Time (s)4.54.54.04.0 5.05.0 5.05.0Vehicle Extension (s)2.02.02.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)230327150412 4152068 221358v/s Ratio Prot 0.05c0.200.30 0.01c0.34v/s Ratio Perm c0.210.040.05v/c Ratio 0.970.180.230.21 0.870.52 0.410.89Uniform Delay, d1 62.551.551.050.8 59.119.8 78.446.1Progression Factor 0.180.471.001.00 1.001.00 1.001.00Incremental Delay, d2 44.80.10.30.1 16.40.9 4.59.1Delay (s)56.324.151.350.9 75.520.7 82.955.2Level of Service ECDD EC FEApproach Delay (s)38.6 51.0 34.5 55.4Approach LOS D D C E
Intersection Summary
HCM 2000 Control Delay 43.6HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.84Actuated Cycle Length (s) 160.0Sum of lost time (s)18.0Intersection Capacity Utilization 79.1%ICU Level of Service DAnalysis Period (min)15Description: 9/10/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
2550: Pacific Hwy S & S 312 St 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 1
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)19032810811644392291917646776129
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Width 121112121112121212121212
Grade (%)1%0%0%
Total Lost time (s)5.56.0 5.56.5 5.05.0 5.0
Lane Util. Factor1.000.951.000.951.000.911.00
Frpb, ped/bikes 1.000.99 1.000.99 1.000.99 1.00
Flpb, ped/bikes 1.001.00 1.001.00 1.001.00 1.00
Frt 1.000.96 1.000.97 1.000.99 1.00
Flt Protected 0.951.00 0.951.00 0.951.00 0.95
Satd. Flow (prot)1734327217533308 17594989 1773
Flt Permitted 0.171.00 0.241.00 0.951.00 0.95
Satd. Flow (perm)3073272 4423308 17594989 1773
Peak-hour factor, PHF0.930.930.930.960.960.960.980.980.980.980.900.90Adj. Flow (vph)20435311612146196301957806884143RTOR Reduction (vph)0240011 0006000Lane Group Flow (vph)20444501215460022584200227Confl. Peds. (#/hr)141429294242422929Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)624446446262
Turn Type D.P+PNAD.P+PNA ProtProtNA ProtProtProtected Phases 74 38 552 11Permitted Phases 8 4Actuated Green, G (s)49.730.3 50.231.2 24.558.3 32.0Effective Green, g (s)47.729.3 48.230.2 24.558.3 32.0Actuated g/C Ratio0.300.18 0.300.19 0.150.36 0.20Clearance Time (s)4.55.0 4.55.5 5.05.0 5.0Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.0
Lane Grp Cap (vph)247599 288624 2691817 354v/s Ratio Prot 0.09c0.14 0.05c0.16 c0.130.17 c0.13v/s Ratio Perm 0.16 0.08v/c Ratio0.830.740.420.870.840.460.64Uniform Delay, d1 46.161.8 56.163.1 65.838.9 58.7Progression Factor1.001.00 1.001.00 1.311.30 1.00Incremental Delay, d218.84.4 0.412.6 17.70.8 3.0Delay (s)65.066.2 56.575.6 103.851.4 61.7Level of Service EE EE FD EApproach Delay (s)65.8 72.2 62.4Approach LOS E E E
Intersection Summary
HCM 2000 Control Delay 54.9HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.73Actuated Cycle Length (s) 160.0Sum of lost time (s)22.0Intersection Capacity Utilization 84.5%ICU Level of Service EAnalysis Period (min)15Description: 9/25/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
2550: Pacific Hwy S & S 312 St 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 2
Movement SBTSBR
Lane Configurations
Volume (vph)1058203
Ideal Flow (vphpl)19001900
Lane Width 1212
Grade (%)0%
Total Lost time (s)5.05.5
Lane Util. Factor0.911.00
Frpb, ped/bikes 1.000.95
Flpb, ped/bikes 1.001.00
Frt 1.000.85
Flt Protected 1.001.00
Satd. Flow (prot)51081488
Flt Permitted 1.001.00
Satd. Flow (perm)51081488
Peak-hour factor, PHF0.900.90Adj. Flow (vph)1176226RTOR Reduction (vph)077Lane Group Flow (vph)1176149Confl. Peds. (#/hr)29Heavy Vehicles (%)1%1%Bus Blockages (#/hr)44
Turn Type NApm+ovProtected Phases 67Permitted Phases 6Actuated Green, G (s)65.884.3Effective Green, g (s)65.882.3Actuated g/C Ratio0.410.51Clearance Time (s)5.04.5Vehicle Extension (s)2.02.0
Lane Grp Cap (vph)2100765v/s Ratio Protc0.230.02v/s Ratio Perm 0.08v/c Ratio 0.560.19Uniform Delay, d1 36.021.0Progression Factor1.001.00Incremental Delay, d21.10.0Delay (s)37.121.0Level of Service DCApproach Delay (s)38.3Approach LOS D
Intersection Summary
HCM Signalized Intersection Capacity Analysis
2750: Pacific Hwy S & S 316 St 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 3
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)7158981177810474201968874175
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Width 121112121112121212121212
Grade (%)-2%0%2%
Total Lost time (s)5.06.0 5.56.5 4.54.5 5.0
Lane Util. Factor1.001.001.001.001.000.911.00
Frpb, ped/bikes 1.000.97 1.000.98 1.000.99 1.00
Flpb, ped/bikes 0.991.00 0.991.00 1.001.00 1.00
Frt 1.000.91 1.000.91 1.000.99 1.00
Flt Protected 0.951.00 0.951.00 0.951.00 0.95
Satd. Flow (prot)1751156916971585 17694940 1737
Flt Permitted 0.311.00 0.461.00 0.951.00 0.95
Satd. Flow (perm)5641569 8191585 17694940 1737
Peak-hour factor, PHF0.950.950.950.840.840.840.920.920.920.920.910.91Adj. Flow (vph)756110313993124802181052954582RTOR Reduction (vph)0400033 0005000Lane Group Flow (vph)75124013918400298114200127Confl. Peds. (#/hr)252514141919192525Heavy Vehicles (%)1%1%1%4%4%4%1%1%1%1%2%2%Bus Blockages (#/hr)674406406767
Turn Type D.P+PNAD.P+PNA ProtProtNA ProtProtProtected Phases 74 38 552 11Permitted Phases 8 4Actuated Green, G (s)31.726.2 31.724.9 39.593.8 15.5Effective Green, g (s)29.725.2 29.723.9 39.593.8 15.5Actuated g/C Ratio0.190.16 0.190.15 0.250.59 0.10Clearance Time (s)4.05.0 4.55.5 4.54.5 5.0Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.0
Lane Grp Cap (vph)147247 176236 4362896 168v/s Ratio Prot 0.020.08 0.02c0.12 c0.170.23 c0.07v/s Ratio Perm 0.08 c0.12v/c Ratio 0.510.50 0.790.78 0.680.39 0.76Uniform Delay, d1 56.061.7 67.065.5 54.617.8 70.4Progression Factor1.001.00 1.001.00 0.920.81 1.11Incremental Delay, d21.20.6 19.213.7 2.90.3 13.8Delay (s)57.262.3 86.279.2 53.314.8 92.2Level of Service EE FE DB FApproach Delay (s)60.7 81.9 22.8Approach LOS E F C
Intersection Summary
HCM 2000 Control Delay 45.7HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.69Actuated Cycle Length (s) 160.0Sum of lost time (s)21.0Intersection Capacity Utilization 84.1%ICU Level of Service EAnalysis Period (min)15Description: 9/24/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
2750: Pacific Hwy S & S 316 St 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 4
Movement SBTSBR
Lane Configurations
Volume (vph)121454
Ideal Flow (vphpl)19001900
Lane Width 1212
Grade (%)-2%
Total Lost time (s)5.0
Lane Util. Factor0.91
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.99
Flt Protected 1.00
Satd. Flow (prot)5051
Flt Permitted 1.00
Satd. Flow (perm)5051
Peak-hour factor, PHF0.910.91Adj. Flow (vph)133459RTOR Reduction (vph)30Lane Group Flow (vph)13900Confl. Peds. (#/hr)25Heavy Vehicles (%)2%2%Bus Blockages (#/hr)40
Turn Type NAProtected Phases 6Permitted PhasesActuated Green, G (s)69.8Effective Green, g (s)69.8Actuated g/C Ratio0.44Clearance Time (s)5.0Vehicle Extension (s)2.0
Lane Grp Cap (vph)2203v/s Ratio Protc0.28v/s Ratio Permv/c Ratio0.63Uniform Delay, d1 35.1Progression Factor1.48Incremental Delay, d21.2Delay (s)53.3Level of Service DApproach Delay (s)56.6Approach LOS E
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3050: Pacific Hwy S & S 320 St 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 5
Movement EBUEBLEBTEBRWBUWBLWBTWBRNBUNBLNBTNBR
Lane Configurations
Volume (vph)14329773584363128220824185676175
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-6%0%2%
Total Lost time (s)5.55.5 5.05.55.5 5.05.0
Lane Util. Factor 0.970.91 0.970.911.00 0.970.91
Frpb, ped/bikes 1.001.00 1.001.000.97 1.000.99
Flpb, ped/bikes 1.001.00 1.001.001.00 1.001.00
Frt 1.000.99 1.001.000.85 1.000.97
Flt Protected 0.951.00 0.951.001.00 0.951.00
Satd. Flow (prot)35715186 34675081155233774886
Flt Permitted 0.951.00 0.951.001.00 0.951.00
Satd. Flow (perm)35715186 34675081155233774886
Peak-hour factor, PHF0.940.940.940.940.940.940.940.940.880.880.880.88Adj. Flow (vph)15350822624386136422127210768199RTOR Reduction (vph)00500009800280Lane Group Flow (vph)036587900390136412302379390Confl. Peds. (#/hr)3535 351515 152424 24Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)804040800804
Turn Type ProtProtNA ProtProtNAPermProtProtNAProtected Phases 116 552 338Permitted Phases 2Actuated Green, G (s)20.152.5 21.753.653.6 14.946.4Effective Green, g (s)20.152.5 21.753.653.6 14.946.4Actuated g/C Ratio 0.130.33 0.140.340.34 0.090.29Clearance Time (s)5.55.5 5.05.55.5 5.05.0Vehicle Extension (s)2.02.0 2.02.02.0 2.02.0
Lane Grp Cap (vph)4481701 4701702519 3141416v/s Ratio Prot c0.100.17 0.11c0.27 0.070.19v/s Ratio Perm 0.08v/c Ratio 0.810.52 0.830.800.24 0.750.66Uniform Delay, d1 68.143.5 67.448.438.4 70.849.9Progression Factor 1.001.00 1.031.031.61 0.901.45Incremental Delay, d2 10.31.1 8.53.10.8 7.52.1Delay (s)78.544.6 77.953.162.6 71.474.6Level of Service ED EDE EEApproach Delay (s)54.5 59.1 74.0Approach LOS D E E
Intersection Summary
HCM 2000 Control Delay 57.1HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 0.75Actuated Cycle Length (s) 160.0Sum of lost time (s)21.0Intersection Capacity Utilization 100.5%ICU Level of Service GAnalysis Period (min)15Description: 9/24/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3050: Pacific Hwy S & S 320 St 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 6
Movement SBUSBLSBTSBR
Lane Configurations
Volume (vph)17240871272
Ideal Flow (vphpl)1900190019001900
Grade (%)-2%
Total Lost time (s)5.05.05.0
Lane Util. Factor 0.970.911.00
Frpb, ped/bikes1.001.000.96
Flpb, ped/bikes 1.001.001.00
Frt 1.001.000.85
Flt Protected 0.951.001.00
Satd. Flow (prot)344051361487
Flt Permitted 0.951.001.00
Satd. Flow (perm)344051361487
Peak-hour factor, PHF0.840.840.840.84Adj. Flow (vph)202861037324RTOR Reduction (vph)000103Lane Group Flow (vph)03061037221Confl. Peds. (#/hr)1919 19Heavy Vehicles (%)2%2%2%2%Bus Blockages (#/hr)0408
Turn Type ProtProtNAPermProtected Phases 774Permitted Phases 4Actuated Green, G (s)18.950.450.4Effective Green, g (s)18.950.450.4Actuated g/C Ratio 0.120.310.31Clearance Time (s)5.05.05.0Vehicle Extension (s)2.02.02.0
Lane Grp Cap (vph)4061617468v/s Ratio Prot c0.09c0.20v/s Ratio Perm 0.15v/c Ratio 0.750.640.47Uniform Delay, d1 68.347.044.1Progression Factor 0.690.880.89Incremental Delay, d2 5.51.62.7Delay (s)52.742.942.0Level of Service DDDApproach Delay (s)44.5Approach LOS D
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3052: 20 Av S & S 320 St 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 7
Movement EBUEBLEBTEBRWBUWBLWBTWBRNBLNBTNBRSBL
Lane Configurations
Volume (vph)81878696910551559991248162149
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Width 111111121111111211111211
Grade (%)-3%2%-1%
Total Lost time (s)5.05.0 4.54.5 4.55.0 5.0
Lane Util. Factor 0.970.91 0.970.91 1.001.00 1.00
Frpb, ped/bikes 1.001.00 1.001.00 1.000.99 1.00
Flpb, ped/bikes 1.001.00 1.001.00 1.001.00 1.00
Frt 1.000.99 1.000.99 1.000.93 1.00
Flt Protected 0.951.00 0.951.00 0.951.00 0.95
Satd. Flow (prot)34024947 33184831170816951718
Flt Permitted 0.951.00 0.951.00 0.201.00 0.36
Satd. Flow (perm)34024947 33184831 3511695 642
Peak-hour factor, PHF0.960.960.960.960.890.890.890.890.860.860.860.85Adj. Flow (vph)819590572116217521111449472175RTOR Reduction (vph)0050003001900Lane Group Flow (vph)02039720073186001441470175Confl. Peds. (#/hr)7771818184412Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)404040404044
Turn Type ProtProtNA ProtProtNAD.P+PNAD.P+PProtected Phases 552 116 74 3Permitted Phases 84Actuated Green, G (s)13.197.310.594.733.720.733.7Effective Green, g (s)13.197.3 10.594.7 32.720.2 32.7Actuated g/C Ratio 0.080.61 0.070.59 0.200.13 0.20Clearance Time (s)5.05.0 4.54.5 4.04.5 4.5Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.0
Lane Grp Cap (vph)2783008 2172859 141213 215v/s Ratio Prot c0.060.20 0.02c0.38c0.050.09c0.06v/s Ratio Perm c0.160.10v/c Ratio0.730.320.340.651.020.690.81Uniform Delay, d1 71.715.3 71.421.7 70.666.9 64.9Progression Factor 0.841.99 0.760.32 1.001.00 1.00Incremental Delay, d2 6.80.2 0.31.0 81.57.2 19.5Delay (s)67.430.7 54.78.0152.174.1 84.4Level of Service EC DA FE FApproach Delay (s)37.0 9.7 110.3Approach LOS D A F
Intersection Summary
HCM 2000 Control Delay 34.6HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.74Actuated Cycle Length (s) 160.0Sum of lost time (s)19.5Intersection Capacity Utilization 78.2%ICU Level of Service DAnalysis Period (min)15Description: 9/24/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3052: 20 Av S & S 320 St 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 8
Movement SBTSBR
Lane Configurations
Volume (vph)79135
Ideal Flow (vphpl)19001900
Lane Width 1112
Grade (%)-3%
Total Lost time (s)5.5
Lane Util. Factor1.00
Frpb, ped/bikes 0.98
Flpb, ped/bikes 1.00
Frt 0.91
Flt Protected 1.00
Satd. Flow (prot)1639
Flt Permitted 1.00
Satd. Flow (perm)1639
Peak-hour factor, PHF0.850.85Adj. Flow (vph)93159RTOR Reduction (vph)410Lane Group Flow (vph)2110Confl. Peds. (#/hr)12Heavy Vehicles (%)1%1%Bus Blockages (#/hr)04
Turn Type NAProtected Phases 8Permitted PhasesActuated Green, G (s)25.0Effective Green, g (s)24.5Actuated g/C Ratio0.15Clearance Time (s)5.0Vehicle Extension (s)2.0
Lane Grp Cap (vph)250v/s Ratio Prot0.13v/s Ratio Permv/c Ratio0.84Uniform Delay, d1 65.9Progression Factor1.00Incremental Delay, d221.1Delay (s)86.9Level of Service FApproach Delay (s)85.9Approach LOS F
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3055: 23 Av S & S 320 St 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 9
Movement EBUEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBT
Lane Configurations
Volume (vph)711696219317141115768159272395247
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)5%-5%1%0%
Total Lost time (s)4.54.5 5.55.5 5.06.05.55.06.0
Lane Util. Factor 0.970.91 0.970.91 1.001.001.000.971.00
Frpb, ped/bikes 1.001.00 1.001.00 1.001.000.981.000.99
Flpb, ped/bikes 1.001.00 1.001.00 1.001.001.001.001.00
Frt 1.001.00 1.000.98 1.001.000.851.000.95
Flt Protected 0.951.00 0.951.00 0.951.001.000.951.00
Satd. Flow (prot)324048993483514117331735150633591674
Flt Permitted 0.951.00 0.951.00 0.951.001.000.951.00
Satd. Flow (perm)324048993483514117331735150633591674
Peak-hour factor, PHF0.930.930.930.930.940.940.940.880.880.880.860.86Adj. Flow (vph)8125103420337150116777181309459287RTOR Reduction (vph)00100700054012Lane Group Flow (vph)0133105303371661077181255459417Confl. Peds. (#/hr)2525 2510 1017 174Heavy Vehicles (%)2%2%2%2%1%1%1%2%2%2%3%3%Bus Blockages (#/hr)416610104164166610
Turn Type ProtProtNA ProtNA ProtNApm+ovProtNAProtected Phases 774 38 52316Permitted Phases 2Actuated Green, G (s)9.765.6 19.275.1 10.229.748.925.545.0Effective Green, g (s)9.765.6 19.275.1 9.729.248.925.044.5Actuated g/C Ratio 0.060.41 0.120.47 0.060.180.310.160.28Clearance Time (s)4.54.5 5.55.5 4.55.55.54.55.5Vehicle Extension (s)2.02.0 2.02.0 2.02.02.02.02.0
Lane Grp Cap (vph)1962008 4172413 105316512524465v/s Ratio Prot 0.040.21c0.10c0.32 0.040.100.06c0.14c0.25v/s Ratio Perm 0.11v/c Ratio 0.680.52 0.810.69 0.730.570.500.880.90Uniform Delay, d1 73.635.5 68.633.3 73.959.745.566.055.5Progression Factor 1.220.65 1.001.00 1.001.001.001.001.00Incremental Delay, d2 6.90.9 10.41.6 20.21.60.314.719.0Delay (s)97.023.9 79.034.9 94.161.345.880.774.6Level of Service FC EC FEDFEApproach Delay (s)32.1 42.3 57.3 77.7Approach LOS C D E E
Intersection Summary
HCM 2000 Control Delay 48.3HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.81Actuated Cycle Length (s) 160.0Sum of lost time (s)21.0Intersection Capacity Utilization 81.5%ICU Level of Service DAnalysis Period (min)15Description: TC2 - 9/24/2014c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3055: 23 Av S & S 320 St 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 10
Movement SBR
Lane Configurations
Volume (vph)122
Ideal Flow (vphpl)1900
Grade (%)
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF0.86Adj. Flow (vph)142RTOR Reduction (vph)0Lane Group Flow (vph)0Confl. Peds. (#/hr)4Heavy Vehicles (%)3%Bus Blockages (#/hr)4
Turn TypeProtected PhasesPermitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Vehicle Extension (s)
Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3350: Pacific Hwy S & S 324 St 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 11
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)721701233951582316214910002114992
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-1%1%0%
Total Lost time (s)5.05.55.55.56.0 5.05.0 5.0
Lane Util. Factor 1.001.001.000.971.00 1.000.91 1.00
Frpb, ped/bikes 1.001.000.971.001.00 1.000.99 1.00
Flpb, ped/bikes 1.001.001.001.001.00 1.001.00 1.00
Frt 1.001.000.851.000.98 1.000.97 1.00
Flt Protected 0.951.001.000.951.00 0.951.00 0.95
Satd. Flow (prot)17781812109433751796 17734958 1730
Flt Permitted 0.951.001.000.951.00 0.951.00 0.95
Satd. Flow (perm)17781812109433751796 17734958 1730
Peak-hour factor, PHF0.720.720.720.920.920.920.950.950.950.950.900.90Adj. Flow (vph)10023617142917225171157105322254102RTOR Reduction (vph)00107 0300018000Lane Group Flow (vph)1002366442919400328125800156Confl. Peds. (#/hr)16 1616 1699 988Heavy Vehicles (%)2%2%2%2%2%2%1%1%1%1%1%1%Bus Blockages (#/hr)0872 620620808
Turn Type ProtNAPermProtNA ProtProtNA ProtProtProtected Phases 74 38 552 11Permitted Phases 4Actuated Green, G (s)25.226.426.422.824.0 35.072.5 18.3Effective Green, g (s)24.725.925.922.323.5 35.072.5 18.3Actuated g/C Ratio0.150.160.160.140.15 0.220.45 0.11Clearance Time (s)4.55.05.05.05.5 5.05.0 5.0Vehicle Extension (s)2.02.02.02.02.0 2.02.0 2.0
Lane Grp Cap (vph)274293177470263 3872246 197v/s Ratio Prot 0.06c0.13c0.130.11 c0.190.25 0.09v/s Ratio Perm 0.06v/c Ratio 0.360.810.360.910.74 0.850.56 0.79Uniform Delay, d1 60.664.659.767.965.3 59.932.1 69.0Progression Factor1.001.001.001.001.00 1.001.00 1.34Incremental Delay, d20.314.00.521.68.9 15.11.0 14.1Delay (s)60.978.760.189.574.2 75.033.1 106.6Level of Service EEEFE EC FApproach Delay (s)68.9 84.7 41.7Approach LOS E F D
Intersection Summary
HCM 2000 Control Delay 48.0HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.82Actuated Cycle Length (s) 160.0Sum of lost time (s)21.0Intersection Capacity Utilization 87.3%ICU Level of Service EAnalysis Period (min)15Description: 9/24/2014 -Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3350: Pacific Hwy S & S 324 St 7/28/2015
Synchro 8 Report2015 PM BaseSK Page 12
Movement SBTSBR
Lane Configurations
Volume (vph)114588
Ideal Flow (vphpl)19001900
Grade (%)0%
Total Lost time (s)5.0
Lane Util. Factor 0.91
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.99
Flt Protected 1.00
Satd. Flow (prot)5023
Flt Permitted 1.00
Satd. Flow (perm)5023
Peak-hour factor, PHF0.900.90Adj. Flow (vph)127298RTOR Reduction (vph)50Lane Group Flow (vph)13650Confl. Peds. (#/hr)8Heavy Vehicles (%)1%1%Bus Blockages (#/hr)62
Turn Type NAProtected Phases 6Permitted PhasesActuated Green, G (s)55.8Effective Green, g (s)55.8Actuated g/C Ratio0.35Clearance Time (s)5.0Vehicle Extension (s)2.0
Lane Grp Cap (vph)1751v/s Ratio Prot c0.27v/s Ratio Permv/c Ratio 0.78Uniform Delay, d1 46.6Progression Factor0.46Incremental Delay, d22.7Delay (s)24.1Level of Service CApproach Delay (s)32.6Approach LOSC
Intersection Summary
HCM Signalized Intersection Capacity Analysis
60: Military Rd S & S 272 St 7/29/2015
Synchro 8 Report2015 AM Base SK Page 1
Movement EBUEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBT
Lane Configurations
Volume (vph)232374396836459623454381085178
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-3%0%0%-3%
Total Lost time (s)5.05.06.05.05.0 5.05.05.05.05.0
Lane Util. Factor 1.000.951.001.000.95 0.971.001.001.001.00
Frpb, ped/bikes 1.001.000.931.000.99 1.001.000.961.000.98
Flpb, ped/bikes 1.001.001.001.001.00 1.001.001.001.001.00
Frt 1.001.000.851.000.98 1.001.000.851.000.92
Flt Protected 0.951.001.000.951.00 0.951.001.000.951.00
Satd. Flow (prot)1789357814891770341834061855150117821701
Flt Permitted 0.951.001.000.951.00 0.951.001.000.951.00
Satd. Flow (perm)1789357814891770341834061855150117821701
Peak-hour factor, PHF0.980.980.980.980.980.980.980.980.980.980.980.98Adj. Flow (vph)232424486937468633524471105280RTOR Reduction (vph)00036 0700082037Lane Group Flow (vph)0265448333752403524472852132Confl. Peds. (#/hr)1010 1010 1010 1010Bus Blockages (#/hr)012004141220
Turn Type ProtProtNAPermProtNA ProtNAPermProtNAProtected Phases 774 38 52 16Permitted Phases 4 2Actuated Green, G (s)23.057.957.94.939.8 16.630.330.36.920.6Effective Green, g (s)23.057.956.94.939.8 16.630.330.36.920.6Actuated g/C Ratio 0.190.480.470.040.33 0.140.250.250.060.17Clearance Time (s)5.05.05.05.05.0 5.05.05.05.05.0Vehicle Extension (s)2.02.02.02.02.0 2.02.02.02.02.0
Lane Grp Cap (vph)3421726706721133 471468379102292v/s Ratio Prot c0.150.13 0.02c0.15c0.10c0.24 0.030.08v/s Ratio Perm 0.02 0.02v/c Ratio 0.770.260.050.510.46 0.750.960.070.510.45Uniform Delay, d1 46.018.417.056.431.7 49.744.234.254.944.6Progression Factor 1.001.001.001.001.00 1.001.001.001.001.00Incremental Delay, d2 9.60.40.12.61.4 5.630.00.01.50.4Delay (s)55.618.717.158.933.0 55.374.234.256.445.0Level of Service EBBECEECEDApproach Delay (s)31.134.762.047.7Approach LOS C C E D
Intersection Summary
HCM 2000 Control Delay 44.7HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.73Actuated Cycle Length (s) 120.0Sum of lost time (s)21.0Intersection Capacity Utilization 73.1%ICU Level of Service DAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
60: Military Rd S & S 272 St 7/29/2015
Synchro 8 Report2015 AM Base SK Page 2
Movement SBR
Lane Configurations
Volume (vph)87
Ideal Flow (vphpl)1900
Grade (%)
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF0.98Adj. Flow (vph)89RTOR Reduction (vph)0Lane Group Flow (vph)0Confl. Peds. (#/hr)10Bus Blockages (#/hr)4
Turn TypeProtected PhasesPermitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Vehicle Extension (s)
Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
670: S Peasley Cyn Rd 7/29/2015
Synchro 8 Report2015 AM Base SK Page 3
Movement EBLEBRNBLNBTSBTSBR
Lane Configurations
Volume (vph)351485406513989308
Ideal Flow (vphpl)190019001900190019001900
Total Lost time (s)5.05.05.05.05.0
Lane Util. Factor0.971.000.971.000.95
Frt 1.000.851.001.000.96
Flt Protected 0.951.000.951.001.00
Satd. Flow (prot)34331583343318633413
Flt Permitted 0.951.000.361.001.00
Satd. Flow (perm)34331583131418633413
Peak-hour factor, PHF0.950.950.950.950.950.95Adj. Flow (vph)3695114275401041324RTOR Reduction (vph)01100930Lane Group Flow (vph)36950042754012720
Turn Type ProtPermPermNANAProtected Phases 4 26Permitted Phases 42Actuated Green, G (s)11.011.011.011.011.0Effective Green, g (s)11.011.011.011.011.0Actuated g/C Ratio0.340.340.340.340.34Clearance Time (s)5.05.05.05.05.0Vehicle Extension (s)2.02.02.02.02.0
Lane Grp Cap (vph)11805444516401173v/s Ratio Prot 0.11 0.29c0.37v/s Ratio Perm c0.320.32v/c Ratio 0.310.920.950.841.08Uniform Delay, d1 7.710.110.29.710.5Progression Factor1.001.001.001.001.00Incremental Delay, d20.120.231.012.852.4Delay (s)7.830.341.222.562.9Level of Service ACDCEApproach Delay (s)20.8 30.862.9Approach LOSCCE
Intersection Summary
HCM 2000 Control Delay 41.7HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 1.00Actuated Cycle Length (s) 32.0Sum of lost time (s)10.0Intersection Capacity Utilization 75.5%ICU Level of Service DAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
1050: Pacific Hwy S & S 288 St 7/29/2015
Synchro 8 Report2015 AM Base SK Page 4
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)36136845271171507194443
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)14%-7%-2%
Total Lost time (s)5.0 5.05.05.0 5.05.0 5.0
Lane Util. Factor 1.00 0.950.951.00 1.000.91 0.97
Frpb, ped/bikes 1.00 1.001.000.99 1.001.00 1.00
Flpb, ped/bikes 1.00 1.001.001.00 1.001.00 1.00
Frt 0.99 1.001.000.85 1.000.98 1.00
Flt Protected 0.97 0.950.961.00 0.951.00 0.95
Satd. Flow (prot)168417221771161918055085 3432
Flt Permitted 0.97 0.950.961.00 0.951.00 0.95
Satd. Flow (perm)168417221771161918055085 3432
Peak-hour factor, PHF0.960.960.960.960.960.960.960.960.960.960.960.96Adj. Flow (vph)38146885282171570202445RTOR Reduction (vph)04000256005000Lane Group Flow (vph)05404746260817670049Confl. Peds. (#/hr)3 1Heavy Vehicles (%)0%0%0%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)205502502020
Turn Type SplitNA SplitNAPermProtProtNA ProtProtProtected Phases 77 88 552 11Permitted Phases 8Actuated Green, G (s)15.0 15.015.015.0 1.3104.2 5.8Effective Green, g (s)14.0 15.015.015.0 1.8104.7 6.3Actuated g/C Ratio 0.09 0.090.090.09 0.010.65 0.04Clearance Time (s)4.0 5.05.05.0 5.55.5 5.5Vehicle Extension (s)2.0 2.02.02.0 2.02.0 2.0
Lane Grp Cap (vph)147 161166151 203327 135v/s Ratio Prot c0.03c0.030.03 0.00c0.35 c0.01v/s Ratio Perm 0.02v/c Ratio 0.37 0.290.280.18 0.400.53 0.36Uniform Delay, d1 68.8 67.667.566.8 78.614.6 74.9Progression Factor 1.00 1.001.001.00 1.001.00 1.00Incremental Delay, d2 0.6 0.40.30.2 4.70.6 0.6Delay (s)69.4 67.967.867.0 83.315.3 75.5Level of Service E EEE FB EApproach Delay (s)69.4 67.2 15.6Approach LOS E E B
Intersection Summary
HCM 2000 Control Delay 24.6HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.48Actuated Cycle Length (s) 160.0Sum of lost time (s)20.0Intersection Capacity Utilization 69.1%ICU Level of Service CAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
1050: Pacific Hwy S & S 288 St 7/29/2015
Synchro 8 Report2015 AM Base SK Page 5
Movement SBTSBR
Lane Configurations
Volume (vph)28016
Ideal Flow (vphpl)19001900
Grade (%)2%
Total Lost time (s)5.0
Lane Util. Factor 0.91
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.99
Flt Protected 1.00
Satd. Flow (prot)5009
Flt Permitted 1.00
Satd. Flow (perm)5009
Peak-hour factor, PHF0.960.96Adj. Flow (vph)29217RTOR Reduction (vph)20Lane Group Flow (vph)3070Confl. Peds. (#/hr)Heavy Vehicles (%)1%1%Bus Blockages (#/hr)50
Turn Type NAProtected Phases 6Permitted PhasesActuated Green, G (s)108.7Effective Green, g (s)109.2Actuated g/C Ratio0.68Clearance Time (s)5.5Vehicle Extension (s)2.0
Lane Grp Cap (vph)3418v/s Ratio Prot c0.06v/s Ratio Permv/c Ratio 0.09Uniform Delay, d1 8.6Progression Factor1.01Incremental Delay, d20.1Delay (s)8.7Level of Service AApproach Delay (s)17.9Approach LOSB
Intersection Summary
HCM Signalized Intersection Capacity Analysis
1056: Military Rd S & S 288 St 7/29/2015
Synchro 8 Report2015 AM Base SK Page 6
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)1311754770189214110416605212044
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-5%8%3%-3%
Total Lost time (s)5.05.0 5.05.0 5.05.05.05.05.05.0
Lane Util. Factor 1.000.95 1.000.95 1.001.001.001.001.001.00
Frpb, ped/bikes 1.000.98 1.000.96 1.001.000.911.001.000.99
Flpb, ped/bikes 1.001.00 1.001.00 1.001.001.001.001.001.00
Frt 1.000.97 1.000.92 1.001.000.851.001.000.85
Flt Protected 0.951.00 0.951.00 0.951.001.000.951.001.00
Satd. Flow (prot)1807341916992999174318271414179919091600
Flt Permitted 0.951.00 0.951.00 0.651.001.000.301.001.00
Satd. Flow (perm)180734191699299911921827141457519091600
Peak-hour factor, PHF0.930.930.930.930.930.930.930.930.930.930.930.93Adj. Flow (vph)1411885175203230118447655612947RTOR Reduction (vph)0140013800038000Lane Group Flow (vph)1412250752950118447275612947Confl. Peds. (#/hr)21 14 3211 3Heavy Vehicles (%)2%2%2%2%2%2%2%2%2%1%1%1%Bus Blockages (#/hr)120001012200
Turn Type ProtNA ProtNAD.P+PNAPermD.P+PNApm+ovProtected Phases 52 16 38 745Permitted Phases 4 88 4Actuated Green, G (s)21.052.0 10.941.9 67.161.261.267.158.079.0Effective Green, g (s)21.052.0 10.941.9 67.161.261.267.158.079.0Actuated g/C Ratio0.140.35 0.070.28 0.450.410.410.450.390.53Clearance Time (s)5.05.0 5.05.0 5.05.05.05.05.05.0Vehicle Extension (s)2.02.0 2.02.0 2.02.02.02.02.02.0
Lane Grp Cap (vph)2521185 123837 566745576305738842v/s Ratio Prot c0.080.07c0.04c0.10c0.01c0.24 0.010.070.01v/s Ratio Perm 0.08 0.020.07 0.02v/c Ratio 0.560.19 0.610.35 0.210.600.050.180.170.06Uniform Delay, d1 60.234.3 67.543.2 24.634.826.825.730.317.3Progression Factor1.001.00 1.001.00 1.001.001.001.001.001.00Incremental Delay, d21.50.4 5.81.2 0.13.60.20.10.50.0Delay (s)61.734.6 73.244.4 24.738.426.925.830.817.3Level of Service EC ED CDCCCBApproach Delay (s)44.7 48.6 34.6 26.9Approach LOS DDCC
Intersection Summary
HCM 2000 Control Delay 39.8HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.51Actuated Cycle Length (s) 150.0Sum of lost time (s)20.0Intersection Capacity Utilization 65.0%ICU Level of Service CAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3028: 21 Av SW & SW 320 St 7/29/2015
Synchro 8 Report2015 AM Base SK Page 7
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)167397607213018503692636916848
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Total Lost time (s)5.05.0 5.05.0 5.05.05.05.05.0
Lane Util. Factor 1.000.95 1.000.95 1.001.001.001.000.95
Frpb, ped/bikes 1.001.00 1.001.00 1.001.001.001.001.00
Flpb, ped/bikes 1.001.00 1.001.00 1.001.001.001.001.00
Frt 1.000.98 1.000.98 1.001.000.851.000.97
Flt Protected 0.951.00 0.951.00 0.951.001.000.951.00
Satd. Flow (prot)178734691587335917371881154317593337
Flt Permitted 0.951.00 0.951.00 0.601.001.000.441.00
Satd. Flow (perm)17873469158733591088188115438223337
Peak-hour factor, PHF0.930.930.930.930.930.930.930.930.930.930.930.93Adj. Flow (vph)180427657714019543972837418152RTOR Reduction (vph)011 009000860160Lane Group Flow (vph)180481077150054397197742170Confl. Peds. (#/hr)2211Heavy Vehicles (%)1%1%1%11%5%6%3%1%3%1%3%3%Bus Blockages (#/hr)046620204462
Turn Type ProtNA ProtNApm+ptNApm+ovpm+ptNAProtected Phases 16 52 74538Permitted Phases 4 48Actuated Green, G (s)16.222.7 10.116.6 68.463.273.366.062.0Effective Green, g (s)16.222.7 10.116.6 68.463.273.366.062.0Actuated g/C Ratio0.130.19 0.080.14 0.570.530.610.550.52Clearance Time (s)5.05.0 5.05.0 5.05.05.05.05.0Vehicle Extension (s)2.02.0 2.02.0 2.02.02.02.02.0
Lane Grp Cap (vph)241656 133464 64899010064831724v/s Ratio Prot c0.10c0.14 0.050.04 0.00c0.210.02c0.010.06v/s Ratio Perm 0.04 0.110.08v/c Ratio 0.750.73 0.580.32 0.080.400.200.150.13Uniform Delay, d1 49.945.8 52.946.6 11.517.010.313.115.0Progression Factor0.980.96 1.001.00 1.001.001.001.001.00Incremental Delay, d210.53.6 3.80.1 0.01.20.00.10.1Delay (s)59.647.7 56.746.8 11.518.310.413.215.1Level of Service ED ED BBBBBApproach Delay (s)50.9 50.0 14.7 14.7Approach LOS D D B B
Intersection Summary
HCM 2000 Control Delay 31.4HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.52Actuated Cycle Length (s) 120.0Sum of lost time (s)20.0Intersection Capacity Utilization 60.1%ICU Level of Service BAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3040: 1 Av S & SW 320 St/S 320 St 7/29/2015
Synchro 8 Report2015 AM Base Page 8
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)788721289224467372011917420224
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)5%-1%-1%1%
Total Lost time (s)5.05.0 5.05.0 5.05.05.05.05.0
Lane Util. Factor 1.000.95 1.000.95 1.001.001.001.000.95
Frpb, ped/bikes 1.001.00 1.000.99 1.001.000.981.001.00
Flpb, ped/bikes 1.001.00 1.001.00 1.001.001.001.001.00
Frt 1.000.98 1.000.97 1.001.000.851.000.98
Flt Protected 0.951.00 0.951.00 0.951.001.000.951.00
Satd. Flow (prot)174233821778335917371891154717473494
Flt Permitted 0.951.00 0.951.00 0.601.001.000.311.00
Satd. Flow (perm)17423382177833591099189115475743494
Peak-hour factor, PHF0.930.930.930.930.930.930.930.930.930.930.930.93Adj. Flow (vph)849381389926272402162058021726RTOR Reduction (vph)010002100078080Lane Group Flow (vph)841066099313040216127802350Confl. Peds. (#/hr)4 51 85 1Heavy Vehicles (%)1%1%1%2%2%2%1%1%1%1%1%1%Bus Blockages (#/hr)040080804408
Turn Type ProtNA ProtNApm+ptNApm+ovpm+ptNAProtected Phases 16 52 38574Permitted Phases 8 84Actuated Green, G (s)8.845.0 10.046.2 28.028.038.029.429.4Effective Green, g (s)8.845.0 10.046.2 28.028.038.029.429.4Actuated g/C Ratio0.080.41 0.090.42 0.250.250.350.270.27Clearance Time (s)5.05.0 5.05.0 5.05.05.05.05.0Vehicle Extension (s)2.02.0 2.02.0 2.02.02.02.02.0
Lane Grp Cap (vph)1391383 1611410 312481604228933v/s Ratio Prot 0.05c0.32c0.060.09 0.01c0.110.02c0.020.07v/s Ratio Perm 0.03 0.060.07v/c Ratio 0.600.77 0.610.22 0.130.450.210.350.25Uniform Delay, d1 48.928.0 48.120.4 31.734.525.431.631.7Progression Factor1.001.00 0.990.96 0.870.901.581.001.00Incremental Delay, d25.04.2 4.80.4 0.12.70.10.30.6Delay (s)53.932.3 52.419.9 27.733.940.331.932.3Level of Service DC DB CCDCCApproach Delay (s)33.8 27.3 36.2 32.2Approach LOS CCDC
Intersection Summary
HCM 2000 Control Delay 32.9HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.62Actuated Cycle Length (s) 110.0Sum of lost time (s)20.0Intersection Capacity Utilization 66.7%ICU Level of Service CAnalysis Period (min)15Description: c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3057:I-5 SB Ramp/ I-5 SB Ramp & S 320 St/S 320 St 8/7/2015
Synchro 8 Report2015 AM Base SK Page 1
Movement EBLEBTEBRWBUWBLWBTWBRNBLNBTNBRSBLSBT
Lane Configurations
Volume (vph)010094112194669 00001152
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)1%0%2%2%
Total Lost time (s)5.05.0 5.05.0 5.0
Lane Util. Factor 0.951.00 1.000.95 1.00
Frpb, ped/bikes 1.001.00 1.001.00 1.00
Flpb, ped/bikes 1.001.00 1.001.00 1.00
Frt 1.000.85 1.001.00 1.00
Flt Protected 1.001.00 0.951.00 0.95
Satd. Flow (prot)3542155017253457 1758
Flt Permitted 1.001.00 0.211.00 0.95
Satd. Flow (perm)35421550 3763457 1758
Peak-hour factor, PHF0.900.900.900.900.900.900.900.900.900.900.900.90Adj. Flow (vph)011214572216743 00001282RTOR Reduction (vph)00156 000000000Lane Group Flow (vph)011213010218743 00000130Confl. Peds. (#/hr)4 4Heavy Vehicles (%)0%1%2%2%3%4%0%2%2%2%2%2%Bus Blockages (#/hr)024042020220
Turn Type NAPermcustomD.P+PNA PermNAProtected Phases 2 16 4Permitted Phases 212 4Actuated Green, G (s)72.472.4 82.187.1 12.9Effective Green, g (s)72.472.4 82.187.1 12.9Actuated g/C Ratio 0.660.66 0.750.79 0.12Clearance Time (s)5.05.0 5.05.0 5.0Vehicle Extension (s)2.02.0 2.02.0 2.0
Lane Grp Cap (vph)23311020 3992737 206v/s Ratio Prot 0.32 c0.050.21v/s Ratio Perm 0.19c0.36 0.07v/c Ratio 0.480.29 0.550.27 0.63Uniform Delay, d1 9.48.0 5.63.0 46.3Progression Factor 0.370.20 1.451.23 1.00Incremental Delay, d2 0.60.6 0.80.2 4.6Delay (s)4.12.3 8.84.0 50.8Level of Service AA AA DApproach Delay (s)3.6 5.1 0.0 45.2Approach LOS A A A D
Intersection Summary
HCM 2000 Control Delay 11.9HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.56Actuated Cycle Length (s) 110.0Sum of lost time (s)15.0Intersection Capacity Utilization 57.7%ICU Level of Service BAnalysis Period (min)15Description: All Traffic Data Services - 11/4/04c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3057:I-5 SB Ramp/ I-5 SB Ramp & S 320 St/S 320 St 8/7/2015
Synchro 8 Report2015 AM Base SK Page 2
Movement SBR
Lane Configurations
Volume (vph)412
Ideal Flow (vphpl)1900
Grade (%)
Total Lost time (s)5.0
Lane Util. Factor 0.76
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.85
Flt Protected 1.00
Satd. Flow (prot)3564
Flt Permitted 1.00
Satd. Flow (perm)3564
Peak-hour factor, PHF0.90Adj. Flow (vph)458RTOR Reduction (vph)404Lane Group Flow (vph)54Confl. Peds. (#/hr)Heavy Vehicles (%)2%Bus Blockages (#/hr)2
Turn Type PermProtected PhasesPermitted Phases4Actuated Green, G (s)12.9Effective Green, g (s)12.9Actuated g/C Ratio0.12Clearance Time (s)5.0Vehicle Extension (s)2.0
Lane Grp Cap (vph)417v/s Ratio Protv/s Ratio Perm0.02v/c Ratio 0.13Uniform Delay, d1 43.5Progression Factor1.00Incremental Delay, d20.1Delay (s)43.6Level of Service DApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3058: I-5 NB - 320/320 EB - I-5 NB Ramps/I-5 NB Ramp & S 320 St 7/29/2015
Synchro 8 Report2015 AM Base Page 11
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)057955405732732771239000
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)1%-1%2%3%
Total Lost time (s)5.05.0 5.0 5.05.0
Lane Util. Factor 0.951.00 0.95 0.950.95
Frpb, ped/bikes 1.000.99 1.00 1.001.00
Flpb, ped/bikes 1.001.00 1.00 1.001.00
Frt 1.000.85 0.95 1.000.87
Flt Protected 1.001.00 1.00 0.950.99
Satd. Flow (prot)35071587333916351495
Flt Permitted 1.001.00 1.00 0.950.99
Satd. Flow (perm)35071587333916351495
Peak-hour factor, PHF0.940.940.940.940.940.940.940.940.940.940.940.94Adj. Flow (vph)061658906102902951254000RTOR Reduction (vph)000041002020000Lane Group Flow (vph)06165890859026583 0000Confl. Peds. (#/hr)11Heavy Vehicles (%)0%2%0%0%3%3%3%3%3%2%2%2%Bus Blockages (#/hr)020020202202
Turn Type NAFree NA SplitNAProtected Phases 2 6 44Permitted Phases FreeActuated Green, G (s)77.5110.0 77.5 22.522.5Effective Green, g (s)77.5110.0 77.5 22.522.5Actuated g/C Ratio 0.701.00 0.70 0.200.20Clearance Time (s)5.0 5.0 5.05.0Vehicle Extension (s)2.0 2.0 2.02.0
Lane Grp Cap (vph)247015872352 334305v/s Ratio Prot 0.18 0.26c0.160.06v/s Ratio Perm c0.37v/c Ratio 0.250.37 0.37 0.790.27Uniform Delay, d1 5.80.0 6.5 41.536.9Progression Factor 0.441.00 0.60 1.001.00Incremental Delay, d2 0.20.6 0.4 11.40.2Delay (s)2.80.6 4.3 53.037.0Level of Service AA A DDApproach Delay (s)1.7 4.3 44.7 0.0Approach LOS A A D A
Intersection Summary
HCM 2000 Control Delay 11.5HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.48Actuated Cycle Length (s) 110.0Sum of lost time (s)10.0Intersection Capacity Utilization 47.9%ICU Level of Service AAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3064: Military Rd S & S 320 St/S Peasley Cyn Rd 7/29/2015
Synchro 8 Report2015 AM Base SK Page 12
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)984705221502833172559513355151
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Total Lost time (s)5.05.0 5.05.0 5.05.05.05.05.05.0
Lane Util. Factor 1.000.95 1.000.95 1.001.001.001.001.001.00
Frpb, ped/bikes 1.000.99 1.000.99 1.001.000.971.001.000.97
Flpb, ped/bikes 1.001.00 1.001.00 1.001.001.001.001.001.00
Frt 1.000.98 1.000.98 1.001.000.851.001.000.85
Flt Protected 0.951.00 0.951.00 0.951.001.000.951.001.00
Satd. Flow (prot)1770345317703423175518631525175518631525
Flt Permitted 0.951.00 0.951.00 0.951.001.000.951.001.00
Satd. Flow (perm)1770345317703423175518631525175518631525
Peak-hour factor, PHF0.950.950.950.950.950.950.950.950.950.950.950.95Adj. Flow (vph)10349555225288733426810014058159RTOR Reduction (vph)0900160007700138Lane Group Flow (vph)1035410225990334268241405821Confl. Peds. (#/hr)1010101010101010Bus Blockages (#/hr)020020202202
Turn Type ProtNA ProtNA SplitNAPermSplitNAPermProtected Phases 52 16 88 44Permitted Phases 84Actuated Green, G (s)10.027.9 2.620.5 18.818.818.810.710.710.7Effective Green, g (s)10.027.9 2.620.5 18.818.818.810.710.710.7Actuated g/C Ratio0.120.35 0.030.26 0.240.240.240.130.130.13Clearance Time (s)5.05.0 5.05.0 5.05.05.05.05.05.0Vehicle Extension (s)2.02.0 2.02.0 2.02.02.02.02.02.0
Lane Grp Cap (vph)2211204 57877 412437358234249203v/s Ratio Prot 0.06c0.16 0.01c0.18c0.190.14c0.080.03v/s Ratio Perm 0.02 0.01v/c Ratio 0.470.45 0.390.68 0.810.610.070.600.230.10Uniform Delay, d1 32.520.1 37.926.8 28.927.423.832.631.030.4Progression Factor1.001.00 1.001.00 1.001.001.001.001.001.00Incremental Delay, d20.61.2 1.64.3 10.91.80.02.70.20.1Delay (s)33.121.3 39.531.1 39.829.123.835.431.230.5Level of Service CC DC DCCDCCApproach Delay (s)23.2 31.4 33.5 32.5Approach LOS CCCC
Intersection Summary
HCM 2000 Control Delay 29.9HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.69Actuated Cycle Length (s) 80.0Sum of lost time (s)20.0Intersection Capacity Utilization 62.6%ICU Level of Service BAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4050: Pacific Hwy S & S 336 St 7/29/2015
Synchro 8 Report2015 AM Base SK Page 13
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBUSBLSBT
Lane Configurations
Volume (vph)79145132402254332559857422284
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)1%1%3%-3%
Total Lost time (s)5.05.05.05.05.0 5.05.0 5.05.0
Lane Util. Factor 1.001.001.001.000.95 0.970.91 1.000.91
Frpb, ped/bikes 1.001.001.001.001.00 1.001.00 1.001.00
Flpb, ped/bikes 1.001.001.001.001.00 1.001.00 1.001.00
Frt 1.001.000.851.000.98 1.000.99 1.001.00
Flt Protected 0.951.001.000.951.00 0.951.00 0.951.00
Satd. Flow (prot)1606187215351699338533034810 17814894
Flt Permitted 0.371.001.000.471.00 0.951.00 0.951.00
Satd. Flow (perm)62318721535836338533034810 17814894
Peak-hour factor, PHF0.760.760.760.760.760.760.760.760.760.760.760.76Adj. Flow (vph)104191174532965742878775529374RTOR Reduction (vph)00141018 0070000Lane Group Flow (vph)104191335333504288550034374Confl. Peds. (#/hr)6 64Heavy Vehicles (%)9%1%3%4%3%2%4%4%4%2%3%7%Bus Blockages (#/hr)604426260604
Turn Type D.P+PNAPermD.P+PNA ProtNA ProtProtNAProtected Phases 74 38 52 116Permitted Phases 8 44Actuated Green, G (s)24.920.920.924.917.7 18.559.7 5.446.6Effective Green, g (s)24.920.920.924.917.7 18.559.7 5.446.6Actuated g/C Ratio0.230.190.190.230.16 0.170.54 0.050.42Clearance Time (s)5.05.05.05.05.0 5.05.0 5.05.0Vehicle Extension (s)2.02.02.02.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)205355291220544 5552610 872073v/s Ratio Prot 0.03c0.10 0.01c0.10c0.13c0.18 c0.020.08v/s Ratio Perm 0.08 0.020.05v/c Ratio 0.510.540.110.240.62 0.770.33 0.390.18Uniform Delay, d1 42.240.236.934.143.0 43.714.0 50.719.8Progression Factor1.661.566.350.920.85 1.000.85 1.061.13Incremental Delay, d20.70.70.10.21.4 6.00.3 1.00.2Delay (s)70.663.6234.331.638.0 49.912.3 54.822.5Level of Service EEFCD DB DCApproach Delay (s)128.5 37.2 24.8 26.5Approach LOS F D C C
Intersection Summary
HCM 2000 Control Delay 44.4HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.50Actuated Cycle Length (s) 110.0Sum of lost time (s)20.0Intersection Capacity Utilization 59.8%ICU Level of Service BAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4050: Pacific Hwy S & S 336 St 7/29/2015
Synchro 8 Report2015 AM Base SK Page 14
Movement SBR
Lane Configurations
Volume (vph)162
Ideal Flow (vphpl)1900
Grade (%)
Total Lost time (s)5.0
Lane Util. Factor 1.00
Frpb, ped/bikes 0.98
Flpb, ped/bikes 1.00
Frt 0.85
Flt Protected 1.00
Satd. Flow (prot)1539
Flt Permitted 1.00
Satd. Flow (perm)1539
Peak-hour factor, PHF0.76Adj. Flow (vph)213RTOR Reduction (vph)99Lane Group Flow (vph)114Confl. Peds. (#/hr)4Heavy Vehicles (%)4%Bus Blockages (#/hr)2
Turn Type pm+ovProtected Phases 7Permitted Phases 6Actuated Green, G (s)53.8Effective Green, g (s)53.8Actuated g/C Ratio0.49Clearance Time (s)5.0Vehicle Extension (s)2.0
Lane Grp Cap (vph)752v/s Ratio Prot 0.01v/s Ratio Perm0.06v/c Ratio 0.15Uniform Delay, d1 15.5Progression Factor1.87Incremental Delay, d20.0Delay (s)29.1Level of Service CApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
4848: Pacific Hwy S & S 348 St 7/29/2015
Synchro 8 Report2015 AM Base SK Page 15
Movement EBUEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBL
Lane Configurations
Volume (vph)55712174519681496119234844064
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)4%1%2%
Total Lost time (s)5.05.0 5.05.0 5.05.05.05.0
Lane Util. Factor 1.000.91 0.970.91 0.970.951.001.00
Frpb, ped/bikes 1.001.00 1.001.00 1.001.000.991.00
Flpb, ped/bikes 1.001.00 1.001.00 1.001.001.001.00
Frt 1.000.99 1.000.98 1.001.000.851.00
Flt Protected 0.951.00 0.951.00 0.951.001.000.95
Satd. Flow (prot)1720495334024952 3385349015481796
Flt Permitted 0.951.00 0.951.00 0.951.001.000.95
Satd. Flow (perm)1720495334024952 3385349015481796
Peak-hour factor, PHF0.900.900.900.900.900.900.900.900.900.900.900.90Adj. Flow (vph)663135250218904107121338748971RTOR Reduction (vph)0020080000600Lane Group Flow (vph)0691400021810030021438742971Confl. Peds. (#/hr)58 79 1027 910Bus Blockages (#/hr)220222222200
Turn Type ProtProtNA ProtNA ProtProtNApm+ovProtProtected Phases 774 38 55231Permitted Phases 2Actuated Green, G (s)8.875.022.288.413.723.946.18.9Effective Green, g (s)8.875.0 22.288.4 13.723.946.18.9Actuated g/C Ratio 0.060.50 0.150.59 0.090.160.310.06Clearance Time (s)5.05.0 5.05.0 5.05.05.05.0Vehicle Extension (s)2.02.0 2.02.0 2.02.02.02.0
Lane Grp Cap (vph)1002476 5032918 309556475106v/s Ratio Prot 0.04c0.28 0.060.20 0.060.11c0.13c0.04v/s Ratio Perm 0.14v/c Ratio0.690.570.430.340.690.700.900.67Uniform Delay, d1 69.326.1 58.215.9 66.159.649.869.1Progression Factor 0.850.66 1.390.28 1.001.040.741.00Incremental Delay, d2 13.50.9 0.20.3 5.23.019.311.7Delay (s)72.718.1 81.34.6 71.065.256.380.9Level of Service EB FA EEEFApproach Delay (s)20.6 18.2 62.4Approach LOS C B E
Intersection Summary
HCM 2000 Control Delay 34.1HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.70Actuated Cycle Length (s) 150.0Sum of lost time (s)21.0Intersection Capacity Utilization 69.4%ICU Level of Service CAnalysis Period (min)15Description: c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4848: Pacific Hwy S & S 348 St 7/29/2015
Synchro 8 Report2015 AM Base SK Page 16
Movement SBTSBR
Lane Configurations
Volume (vph)13745
Ideal Flow (vphpl)19001900
Grade (%)-3%
Total Lost time (s)5.05.0
Lane Util. Factor 0.951.00
Frpb, ped/bikes 1.000.97
Flpb, ped/bikes 1.001.00
Frt 1.000.85
Flt Protected 1.001.00
Satd. Flow (prot)35781552
Flt Permitted 1.001.00
Satd. Flow (perm)35781552
Peak-hour factor, PHF0.900.90Adj. Flow (vph)15250RTOR Reduction (vph)044Lane Group Flow (vph)1526Confl. Peds. (#/hr)8Bus Blockages (#/hr)22
Turn Type NAPermProtected Phases 6Permitted Phases 6Actuated Green, G (s)19.119.1Effective Green, g (s)19.119.1Actuated g/C Ratio0.130.13Clearance Time (s)5.05.0Vehicle Extension (s)2.02.0
Lane Grp Cap (vph)455197v/s Ratio Prot0.04v/s Ratio Perm 0.00v/c Ratio 0.330.03Uniform Delay, d1 59.757.4Progression Factor1.001.00Incremental Delay, d20.20.0Delay (s)59.857.4Level of Service EEApproach Delay (s)64.8Approach LOS E
Intersection Summary
HCM Signalized Intersection Capacity Analysis
5246: Pacific Hwy S & S 356 St 7/29/2015
Synchro 8 Report2015 AM Base SK Page 17
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)282219169371082983561341120763
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-1%-3%2%-2%
Total Lost time (s)5.05.05.05.05.06.05.05.0 5.05.05.0
Lane Util. Factor 0.971.001.001.000.951.000.970.95 1.000.951.00
Frpb, ped/bikes 1.001.000.991.001.001.001.001.00 1.001.001.00
Flpb, ped/bikes 1.001.001.001.001.001.001.001.00 1.001.001.00
Frt 1.001.000.851.001.000.851.000.99 1.001.000.85
Flt Protected 0.951.001.000.951.001.000.951.00 0.951.001.00
Satd. Flow (prot)34031836154216833424154933023052182333631524
Flt Permitted 0.951.001.000.951.001.000.951.00 0.951.001.00
Satd. Flow (perm)34031836154216833424154933023052182333631524
Peak-hour factor, PHF0.910.910.910.910.910.910.910.910.910.910.910.91Adj. Flow (vph)310241186411193291616371222769RTOR Reduction (vph)001490028 0200037Lane Group Flow (vph)310241374111949165101222732Confl. Peds. (#/hr)11 11Heavy Vehicles (%)3%4%3%8%7%5%5%16%7%0%8%7%Bus Blockages (#/hr)202202020020
Turn Type ProtNAPermProtNAPermProtNA ProtNAPermProtected Phases 74 38 52 16Permitted Phases 4 8 6Actuated Green, G (s)18.030.030.07.119.119.121.689.3 2.670.370.3Effective Green, g (s)18.030.030.07.119.118.122.690.3 2.670.370.3Actuated g/C Ratio0.120.200.200.050.130.120.150.60 0.020.470.47Clearance Time (s)5.05.05.05.05.05.06.06.0 5.05.05.0Vehicle Extension (s)2.02.02.02.02.02.02.02.0 2.02.02.0
Lane Grp Cap (vph)408367308794351864971837 311576714v/s Ratio Prot c0.09c0.13 0.020.03 0.03c0.21c0.010.07v/s Ratio Perm 0.02 0.00 0.02v/c Ratio 0.760.660.120.520.270.020.180.35 0.390.140.05Uniform Delay, d1 63.955.349.269.859.258.155.615.1 72.922.721.6Progression Factor1.001.001.000.800.921.001.001.00 0.850.261.00Incremental Delay, d27.13.20.12.20.10.00.10.5 2.80.20.1Delay (s)71.058.549.358.454.658.255.715.6 64.86.121.7Level of Service EEDEDEEB EACApproach Delay (s)61.4 56.0 20.5 11.9Approach LOS E E C B
Intersection Summary
HCM 2000 Control Delay 37.8HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.47Actuated Cycle Length (s) 150.0Sum of lost time (s)20.0Intersection Capacity Utilization 53.5%ICU Level of Service AAnalysis Period (min)15c Critical Lane Group
Appendix B
Future No Action Geometries, Turning Movement
Forecasts, and LOS Analysis Results
HCM Signalized Intersection Capacity Analysis
2550: Pacific Hwy S & S 312 St 8/6/2015
Synchro 8 Report2025 No Action SaturdaySK Page 1
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)31645620817033715530222904802118
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Width 121112121112121212121212
Grade (%)1%0%0%
Total Lost time (s)5.56.0 5.56.5 5.05.0 5.0
Lane Util. Factor1.000.951.000.950.970.911.00
Frpb, ped/bikes 1.000.99 1.000.99 1.000.99 1.00
Flpb, ped/bikes 1.001.00 1.001.00 1.001.00 1.00
Frt 1.000.95 1.000.95 1.000.99 1.00
Flt Protected 0.951.00 0.951.00 0.951.00 0.95
Satd. Flow (prot)1733323617553220 34394992 1773
Flt Permitted 0.261.00 0.231.00 0.951.00 0.95
Satd. Flow (perm)4673236 4333220 34394992 1773
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)31645620817033715530222904802118RTOR Reduction (vph)0400042 0006000Lane Group Flow (vph)31662401704500025297800120Confl. Peds. (#/hr)141429294242422929Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)624446446262
Turn Type D.P+PNAD.P+PNA ProtProtNA ProtProtProtected Phases 74 38 552 11Permitted Phases 8 4Actuated Green, G (s)50.743.4 51.228.2 14.056.0 13.3Effective Green, g (s)48.742.4 49.227.2 14.056.0 13.3Actuated g/C Ratio0.350.30 0.350.19 0.100.40 0.10Clearance Time (s)4.55.0 4.55.5 5.05.0 5.0Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.0
Lane Grp Cap (vph)356980 216625 3431996 168v/s Ratio Prot 0.140.19 0.040.14 c0.070.20 0.07v/s Ratio Perm c0.17 c0.24v/c Ratio 0.890.64 0.790.72 0.730.49 0.71Uniform Delay, d1 37.342.2 51.952.8 61.231.3 61.5Progression Factor1.001.00 1.001.00 0.550.22 1.00Incremental Delay, d221.91.0 15.93.5 6.10.8 11.3Delay (s)59.143.2 67.756.3 39.77.5 72.8Level of Service ED EE DA EApproach Delay (s)48.3 59.2 14.1Approach LOS D E B
Intersection Summary
HCM 2000 Control Delay 36.4HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.74Actuated Cycle Length (s) 140.0Sum of lost time (s)22.0Intersection Capacity Utilization 91.7%ICU Level of Service FAnalysis Period (min)15Description: 9/25/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
2550: Pacific Hwy S & S 312 St 8/6/2015
Synchro 8 Report2025 No Action SaturdaySK Page 2
Movement SBTSBR
Lane Configurations
Volume (vph)1232285
Ideal Flow (vphpl)19001900
Lane Width 1212
Grade (%)0%
Total Lost time (s)5.06.0
Lane Util. Factor0.911.00
Frpb, ped/bikes 1.000.94
Flpb, ped/bikes 1.001.00
Frt 1.000.85
Flt Protected 1.001.00
Satd. Flow (prot)51081476
Flt Permitted 1.001.00
Satd. Flow (perm)51081476
Peak-hour factor, PHF1.001.00Adj. Flow (vph)1232285RTOR Reduction (vph)0144Lane Group Flow (vph)1232141Confl. Peds. (#/hr)29Heavy Vehicles (%)1%1%Bus Blockages (#/hr)44
Turn Type NAPermProtected Phases 6Permitted Phases 6Actuated Green, G (s)55.355.3Effective Green, g (s)55.354.3Actuated g/C Ratio0.390.39Clearance Time (s)5.05.0Vehicle Extension (s)2.02.0
Lane Grp Cap (vph)2017572v/s Ratio Protc0.24v/s Ratio Perm 0.10v/c Ratio 0.610.25Uniform Delay, d1 33.829.0Progression Factor1.001.00Incremental Delay, d21.41.0Delay (s)35.230.0Level of Service DCApproach Delay (s)37.0Approach LOS D
Intersection Summary
HCM Signalized Intersection Capacity Analysis
2750: Pacific Hwy S & S 316 St 8/6/2015
Synchro 8 Report2025 No Action SaturdaySK Page 3
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)9866122139711144820811441399127
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Width 121112121112121212121212
Grade (%)-2%0%2%
Total Lost time (s)5.06.0 5.56.5 4.54.5 5.0
Lane Util. Factor1.001.001.001.001.000.911.00
Frpb, ped/bikes 1.000.97 1.000.98 1.000.99 1.00
Flpb, ped/bikes 0.991.00 1.001.00 1.001.00 1.00
Frt 1.000.90 1.000.91 1.000.98 1.00
Flt Protected 0.951.00 0.951.00 0.951.00 0.95
Satd. Flow (prot)1749156617001573 17694914 1737
Flt Permitted 0.361.00 0.421.00 0.951.00 0.95
Satd. Flow (perm)6611566 7591573 17694914 1737
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)9866122139711144820811441399127RTOR Reduction (vph)0520047 0009000Lane Group Flow (vph)98136013913800256127400136Confl. Peds. (#/hr)252514141919192525Heavy Vehicles (%)1%1%1%4%4%4%1%1%1%1%2%2%Bus Blockages (#/hr)674406406767
Turn Type D.P+PNAD.P+PNA ProtProtNA ProtProtProtected Phases 74 38 552 11Permitted Phases 8 4Actuated Green, G (s)28.823.8 28.818.2 23.873.2 19.0Effective Green, g (s)26.822.8 26.817.2 23.873.2 19.0Actuated g/C Ratio0.190.16 0.190.12 0.170.52 0.14Clearance Time (s)4.05.0 4.55.5 4.54.5 5.0Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.0
Lane Grp Cap (vph)201255 172193 3002569 235v/s Ratio Prot c0.030.09 0.020.09 c0.140.26 0.08v/s Ratio Perm 0.06 c0.13v/c Ratio 0.490.53 0.810.71 0.850.50 0.58Uniform Delay, d1 56.353.7 58.859.0 56.421.5 56.7Progression Factor1.001.00 1.001.00 0.821.69 0.89Incremental Delay, d20.71.1 22.49.9 10.50.3 1.8Delay (s)57.054.8 81.268.9 56.836.6 52.1Level of Service ED FE ED DApproach Delay (s)55.6 74.2 40.0Approach LOS E E D
Intersection Summary
HCM 2000 Control Delay 36.6HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.72Actuated Cycle Length (s) 140.0Sum of lost time (s)21.0Intersection Capacity Utilization 91.0%ICU Level of Service FAnalysis Period (min)15Description: 9/24/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
2750: Pacific Hwy S & S 316 St 8/6/2015
Synchro 8 Report2025 No Action SaturdaySK Page 4
Movement SBTSBR
Lane Configurations
Volume (vph)152253
Ideal Flow (vphpl)19001900
Lane Width 1212
Grade (%)-2%
Total Lost time (s)5.0
Lane Util. Factor0.91
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.99
Flt Protected 1.00
Satd. Flow (prot)5065
Flt Permitted 1.00
Satd. Flow (perm)5065
Peak-hour factor, PHF1.001.00Adj. Flow (vph)152253RTOR Reduction (vph)20Lane Group Flow (vph)15730Confl. Peds. (#/hr)25Heavy Vehicles (%)2%2%Bus Blockages (#/hr)40
Turn Type NAProtected Phases 6Permitted PhasesActuated Green, G (s)68.4Effective Green, g (s)68.4Actuated g/C Ratio0.49Clearance Time (s)5.0Vehicle Extension (s)2.0
Lane Grp Cap (vph)2474v/s Ratio Protc0.31v/s Ratio Permv/c Ratio0.64Uniform Delay, d1 26.6Progression Factor0.74Incremental Delay, d21.0Delay (s)20.8Level of Service CApproach Delay (s)23.3Approach LOS C
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3050: Pacific Hwy S & S 320 St 8/6/2015
Synchro 8 Report2025 No Action SaturdaySK Page 5
Movement EBUEBLEBTEBRWBUWBLWBTWBRNBUNBLNBTNBR
Lane Configurations
Volume (vph)594151259155147989028416291955341
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-6%0%2%
Total Lost time (s)5.55.5 5.05.55.5 5.05.0
Lane Util. Factor 0.970.91 0.970.911.00 0.970.91
Frpb, ped/bikes 1.000.99 1.001.000.97 1.000.99
Flpb, ped/bikes 1.001.00 1.001.001.00 1.001.00
Frt 1.000.98 1.001.000.85 1.000.96
Flt Protected 0.951.00 0.951.001.00 0.951.00
Satd. Flow (prot)35715146 34675081155533774836
Flt Permitted 0.951.00 0.951.001.00 0.951.00
Satd. Flow (perm)35715146 34675081155533774836
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)594151259155147989028416291955341RTOR Reduction (vph)0011 000011400460Lane Group Flow (vph)0474140300480890170030712500Confl. Peds. (#/hr)3535 351515 152424 24Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)804040800804
Turn Type ProtProtNA ProtProtNAPermProtProtNAProtected Phases 116 552 338Permitted Phases 2Actuated Green, G (s)19.541.5 20.041.541.5 16.439.0Effective Green, g (s)19.541.5 20.041.541.5 16.439.0Actuated g/C Ratio 0.140.30 0.140.300.30 0.120.28Clearance Time (s)5.55.5 5.05.55.5 5.05.0Vehicle Extension (s)2.02.0 2.02.02.0 2.02.0
Lane Grp Cap (vph)4971525 4951506460 3951347v/s Ratio Prot 0.13c0.27 c0.140.18 0.09c0.26v/s Ratio Perm 0.11v/c Ratio 0.950.92 0.970.590.37 0.780.93Uniform Delay, d1 59.847.6 59.742.038.9 60.049.1Progression Factor 1.001.00 1.241.452.22 0.681.02Incremental Delay, d2 28.610.5 26.21.21.6 5.18.1Delay (s)88.458.1 100.462.188.1 46.058.1Level of Service FE FEF DEApproach Delay (s)65.7 77.7 55.8Approach LOS E E E
Intersection Summary
HCM 2000 Control Delay 63.7HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 0.94Actuated Cycle Length (s) 140.0Sum of lost time (s)21.0Intersection Capacity Utilization 109.8%ICU Level of Service HAnalysis Period (min)15Description: 9/24/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3050: Pacific Hwy S & S 320 St 8/6/2015
Synchro 8 Report2025 No Action SaturdaySK Page 6
Movement SBUSBLSBTSBR
Lane Configurations
Volume (vph)274281047248
Ideal Flow (vphpl)1900190019001900
Grade (%)-2%
Total Lost time (s)5.05.05.0
Lane Util. Factor 0.970.911.00
Frpb, ped/bikes1.001.000.96
Flpb, ped/bikes 1.001.001.00
Frt 1.001.000.85
Flt Protected 0.951.001.00
Satd. Flow (prot)344051361493
Flt Permitted 0.951.001.00
Satd. Flow (perm)344051361493
Peak-hour factor, PHF1.001.001.001.00Adj. Flow (vph)274281047248RTOR Reduction (vph)00098Lane Group Flow (vph)04551047150Confl. Peds. (#/hr)1919 19Heavy Vehicles (%)2%2%2%2%Bus Blockages (#/hr)0408
Turn Type ProtProtNAPermProtected Phases 774Permitted Phases 4Actuated Green, G (s)19.041.641.6Effective Green, g (s)19.041.641.6Actuated g/C Ratio 0.140.300.30Clearance Time (s)5.05.05.0Vehicle Extension (s)2.02.02.0
Lane Grp Cap (vph)4661526443v/s Ratio Prot c0.130.20v/s Ratio Perm 0.10v/c Ratio 0.980.690.34Uniform Delay, d1 60.343.438.4Progression Factor 0.960.931.32Incremental Delay, d2 30.42.01.6Delay (s)88.142.352.2Level of Service FDDApproach Delay (s)55.6Approach LOS E
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3052: 20 Av S & S 320 St 8/6/2015
Synchro 8 Report2025 No Action SaturdaySK Page 7
Movement EBLEBTEBRWBUWBLWBTWBRNBLNBTNBRSBLSBT
Lane Configurations
Volume (vph)3231666186912213881971568789248129
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Width 111112111111121111121111
Grade (%)-3%2%-1%-3%
Total Lost time (s)5.05.0 4.54.5 4.55.0 5.05.5
Lane Util. Factor 0.970.91 0.970.91 1.001.00 1.001.00
Frpb, ped/bikes 1.001.00 1.000.99 1.000.99 1.000.98
Flpb, ped/bikes 1.001.00 1.001.00 1.001.00 1.001.00
Frt 1.000.98 1.000.98 1.000.92 1.000.91
Flt Protected 0.951.00 0.951.00 0.951.00 0.951.00
Satd. Flow (prot)34024925 331847711708167417181649
Flt Permitted 0.951.00 0.951.00 0.161.00 0.391.00
Satd. Flow (perm)34024925 33184771 2851674 6981649
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)3231666186912213881971568789248129RTOR Reduction (vph)080001100280042Lane Group Flow (vph)323184400131157401561480248285Confl. Peds. (#/hr)771818184412Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)040404040440
Turn Type ProtNA ProtProtNAD.P+PNAD.P+PNAProtected Phases 52 116 74 38Permitted Phases 8 4Actuated Green, G (s)16.474.4 10.568.5 36.620.4 36.627.7Effective Green, g (s)16.474.4 10.568.5 35.619.9 35.627.2Actuated g/C Ratio0.120.53 0.080.49 0.250.14 0.250.19Clearance Time (s)5.05.0 4.54.5 4.04.5 4.55.0Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)3982617 2482334 157237 291320v/s Ratio Prot 0.09c0.37 0.04c0.33 0.060.09 0.100.17v/s Ratio Perm c0.19 c0.12v/c Ratio 0.810.70 0.530.67 0.990.62 0.850.89Uniform Delay, d1 60.324.6 62.427.2 60.756.5 46.755.0Progression Factor1.001.29 0.660.30 1.001.00 1.001.00Incremental Delay, d25.60.8 0.71.2 69.53.6 20.024.6Delay (s)66.032.4 41.89.5130.260.2 66.779.5Level of Service EC DA FE EEApproach Delay (s)37.4 11.9 93.1 74.0Approach LOS D B F E
Intersection Summary
HCM 2000 Control Delay 36.5HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.80Actuated Cycle Length (s) 140.0Sum of lost time (s)19.5Intersection Capacity Utilization 87.0%ICU Level of Service EAnalysis Period (min)15Description: 9/24/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3052: 20 Av S & S 320 St 8/6/2015
Synchro 8 Report2025 No Action SaturdaySK Page 8
Movement SBR
Lane Configurations
Volume (vph)198
Ideal Flow (vphpl)1900
Lane Width 12
Grade (%)
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF1.00Adj. Flow (vph)198RTOR Reduction (vph)0Lane Group Flow (vph)0Confl. Peds. (#/hr)12Heavy Vehicles (%)1%Bus Blockages (#/hr)4
Turn TypeProtected PhasesPermitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Vehicle Extension (s)
Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3055: 23 Av S & S 320 St 8/6/2015
Synchro 8 Report2025 No Action SaturdaySK Page 9
Movement EBUEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBT
Lane Configurations
Volume (vph)6289145065637149634440159323499237
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)5%-5%1%0%
Total Lost time (s)4.54.5 5.55.5 5.06.05.55.06.0
Lane Util. Factor 0.970.91 0.970.91 1.001.001.000.971.00
Frpb, ped/bikes 1.001.00 1.000.99 1.001.000.981.000.99
Flpb, ped/bikes 1.001.00 1.001.00 1.001.001.001.001.00
Frt 1.000.99 1.000.97 1.001.000.851.000.95
Flt Protected 0.951.00 0.951.00 0.951.001.000.951.00
Satd. Flow (prot)324048753483506217331735151433591666
Flt Permitted 0.951.00 0.951.00 0.951.001.000.951.00
Satd. Flow (perm)324048753483506217331735151433591666
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)6289145065637149634440159323499237RTOR Reduction (vph)003002400060016Lane Group Flow (vph)0295151206371816040159263499354Confl. Peds. (#/hr)2525 2510 1017 174Heavy Vehicles (%)2%2%2%2%1%1%1%2%2%2%3%3%Bus Blockages (#/hr)416610104164166610
Turn Type ProtProtNA ProtNA ProtNApm+ovProtNAProtected Phases 774 38 52316Permitted Phases 2Actuated Green, G (s)12.551.7 23.562.7 8.222.846.322.036.6Effective Green, g (s)12.551.7 23.562.7 7.722.346.321.536.1Actuated g/C Ratio 0.090.37 0.170.45 0.060.160.330.150.26Clearance Time (s)4.54.5 5.55.5 4.55.55.54.55.5Vehicle Extension (s)2.02.0 2.02.0 2.02.02.02.02.0
Lane Grp Cap (vph)2891800 5842267 95276560515429v/s Ratio Prot 0.09c0.31c0.180.36 0.020.090.08c0.15c0.21v/s Ratio Perm 0.09v/c Ratio 1.020.84 1.090.80 0.420.580.470.970.83Uniform Delay, d1 63.840.4 58.233.3 64.054.537.158.949.0Progression Factor 0.940.94 1.001.00 1.001.001.001.001.00Incremental Delay, d2 56.84.6 64.33.1 1.11.80.231.311.7Delay (s)116.842.7122.636.4 65.156.337.390.260.7Level of Service FD FD EEDFEApproach Delay (s)54.8 58.5 45.2 77.6Approach LOS D E D E
Intersection Summary
HCM 2000 Control Delay 59.1HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 0.93Actuated Cycle Length (s) 140.0Sum of lost time (s)21.0Intersection Capacity Utilization 97.2%ICU Level of Service FAnalysis Period (min)15Description: TC2 - 9/24/2014c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3055: 23 Av S & S 320 St 8/6/2015
Synchro 8 Report2025 No Action SaturdaySK Page 10
Movement SBR
Lane Configurations
Volume (vph)133
Ideal Flow (vphpl)1900
Grade (%)
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF1.00Adj. Flow (vph)133RTOR Reduction (vph)0Lane Group Flow (vph)0Confl. Peds. (#/hr)4Heavy Vehicles (%)3%Bus Blockages (#/hr)4
Turn TypeProtected PhasesPermitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Vehicle Extension (s)
Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3350: Pacific Hwy S & S 324 St 8/6/2015
Synchro 8 Report2025 No Action SaturdaySK Page 11
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)169182198515287498317413842135207
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-1%1%0%
Total Lost time (s)5.05.55.55.56.0 5.05.0 5.0
Lane Util. Factor 1.001.001.000.971.00 1.000.91 1.00
Frpb, ped/bikes 1.001.000.971.001.00 1.000.99 1.00
Flpb, ped/bikes 1.001.001.001.001.00 1.001.00 1.00
Frt 1.001.000.851.000.98 1.000.98 1.00
Flt Protected 0.951.001.000.951.00 0.951.00 0.95
Satd. Flow (prot)17781812109733751790 17735002 1730
Flt Permitted 0.951.001.000.951.00 0.951.00 0.95
Satd. Flow (perm)17781812109733751790 17735002 1730
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)169182198515287498317413842135207RTOR Reduction (vph)00108 0500013000Lane Group Flow (vph)1691829051533100257158400212Confl. Peds. (#/hr)16 1616 1699 988Heavy Vehicles (%)2%2%2%2%2%2%1%1%1%1%1%1%Bus Blockages (#/hr)0872 620620808
Turn Type ProtNAPermProtNA ProtProtNA ProtProtProtected Phases 74 38 552 11Permitted Phases 4Actuated Green, G (s)15.923.623.622.830.5 21.055.6 18.0Effective Green, g (s)15.423.123.122.330.0 21.055.6 18.0Actuated g/C Ratio0.110.170.170.160.21 0.150.40 0.13Clearance Time (s)4.55.05.05.05.5 5.05.0 5.0Vehicle Extension (s)2.02.02.02.02.0 2.02.0 2.0
Lane Grp Cap (vph)195298181537383 2651986 222v/s Ratio Prot 0.100.10c0.15c0.19 c0.14c0.32 0.12v/s Ratio Perm 0.08v/c Ratio 0.870.610.500.960.86 0.970.80 0.95Uniform Delay, d1 61.354.353.258.453.0 59.237.2 60.6Progression Factor1.001.001.001.001.00 1.001.00 1.29Incremental Delay, d229.92.60.828.217.5 46.13.4 34.6Delay (s)91.256.954.086.670.5 105.340.7 112.9Level of Service FEDFE FD FApproach Delay (s)66.4 80.3 49.6Approach LOS E F D
Intersection Summary
HCM 2000 Control Delay 50.8HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.90Actuated Cycle Length (s) 140.0Sum of lost time (s)21.0Intersection Capacity Utilization 95.3%ICU Level of Service FAnalysis Period (min)15Description: 9/24/2014 -Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3350: Pacific Hwy S & S 324 St 8/6/2015
Synchro 8 Report2025 No Action SaturdaySK Page 12
Movement SBTSBR
Lane Configurations
Volume (vph)1160289
Ideal Flow (vphpl)19001900
Grade (%)0%
Total Lost time (s)5.0
Lane Util. Factor 0.91
Frpb, ped/bikes 0.99
Flpb, ped/bikes 1.00
Frt 0.97
Flt Protected 1.00
Satd. Flow (prot)4900
Flt Permitted 1.00
Satd. Flow (perm)4900
Peak-hour factor, PHF1.001.00Adj. Flow (vph)1160289RTOR Reduction (vph)270Lane Group Flow (vph)14220Confl. Peds. (#/hr)8Heavy Vehicles (%)1%1%Bus Blockages (#/hr)62
Turn Type NAProtected Phases 6Permitted PhasesActuated Green, G (s)52.6Effective Green, g (s)52.6Actuated g/C Ratio0.38Clearance Time (s)5.0Vehicle Extension (s)2.0
Lane Grp Cap (vph)1841v/s Ratio Prot 0.29v/s Ratio Permv/c Ratio 0.77Uniform Delay, d1 38.4Progression Factor0.47Incremental Delay, d21.9Delay (s)20.0Level of Service CApproach Delay (s)31.9Approach LOSC
Intersection Summary
HCM Signalized Intersection Capacity Analysis
670: S Peasley Cyn Rd 8/6/2015
Synchro 8 Report2025 No Action SaturdaySK Page 1
Movement EBLEBRNBLNBTSBTSBR
Lane Configurations
Volume (vph)354513493574941430
Ideal Flow (vphpl)190019001900190019001900
Total Lost time (s)5.05.05.05.05.05.0
Lane Util. Factor0.971.000.971.001.001.00
Frt 1.000.851.001.001.000.85
Flt Protected 0.951.000.951.001.001.00
Satd. Flow (prot)343315833433186318631583
Flt Permitted 0.951.000.951.001.001.00
Satd. Flow (perm)343315833433186318631583
Peak-hour factor, PHF1.001.001.001.001.001.00Adj. Flow (vph)354513493574941430RTOR Reduction (vph)027700056Lane Group Flow (vph)354236493574941374
Turn Type ProtPermProtNANAPermProtected Phases 4 526Permitted Phases 4 6Actuated Green, G (s)22.722.721.8107.380.580.5Effective Green, g (s)22.722.721.8107.380.580.5Actuated g/C Ratio0.160.160.160.770.580.58Clearance Time (s)5.05.05.05.05.05.0Vehicle Extension (s)2.02.02.02.02.02.0
Lane Grp Cap (vph)55625653414271071910v/s Ratio Prot 0.10c0.140.31c0.51v/s Ratio Permc0.150.24v/c Ratio 0.640.920.920.400.880.41Uniform Delay, d1 54.857.858.35.525.616.6Progression Factor1.001.001.001.001.001.00Incremental Delay, d21.835.221.40.810.21.4Delay (s)56.692.979.76.435.817.9Level of Service EFEADBApproach Delay (s)78.1 40.230.2Approach LOSEDC
Intersection Summary
HCM 2000 Control Delay 46.0HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.89Actuated Cycle Length (s) 140.0Sum of lost time (s)15.0Intersection Capacity Utilization 89.6%ICU Level of Service EAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3040: 1 Av S & SW 320 St/S 320 St 8/6/2015
Synchro 8 Report2025 No Action SaturdaySK Page 1
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)013001790114126804623380314130
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)5%-1%-1%1%
Total Lost time (s)4.55.5 5.05.0 5.05.0 4.54.5
Lane Util. Factor 0.951.00 0.951.00 0.951.00 0.951.00
Frpb, ped/bikes 1.000.99 1.000.98 1.000.99 1.000.98
Flpb, ped/bikes 1.001.00 1.001.00 1.001.00 1.001.00
Frt 1.000.85 1.000.85 1.000.85 1.000.85
Flt Protected 1.001.00 1.001.00 1.001.00 1.001.00
Satd. Flow (prot)34571538353515833592156035561511
Flt Permitted 1.001.00 1.001.00 1.001.00 1.001.00
Satd. Flow (perm)34571538353515833592156035561511
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)013001790114126804623380314130RTOR Reduction (vph)0055006000410059Lane Group Flow (vph)01300124011412080462297031471Confl. Peds. (#/hr)1 12 21 14 4Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)040080804408
Turn Type NAPerm NAPerm NAPerm NAPermProtected Phases 6284Permitted Phases 6284Actuated Green, G (s)96.996.9 96.496.4 33.633.6 34.134.1Effective Green, g (s)96.995.9 96.496.4 33.633.6 34.134.1Actuated g/C Ratio 0.690.69 0.690.69 0.240.24 0.240.24Clearance Time (s)4.54.5 5.05.0 5.05.0 4.54.5Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)2392105324341090 862374 866368v/s Ratio Prot c0.38 0.32 0.13 0.09v/s Ratio Perm 0.08 0.13 c0.19 0.05v/c Ratio 0.540.12 0.470.19 0.540.79 0.360.19Uniform Delay, d1 10.67.6 10.07.8 46.450.0 43.942.0Progression Factor 1.001.00 0.980.96 1.001.00 1.061.12Incremental Delay, d2 0.90.2 0.70.4 0.310.3 0.10.1Delay (s)11.57.8 10.57.9 46.760.3 46.747.1Level of Service BA BA DE DDApproach Delay (s)11.1 10.0 52.5 46.8Approach LOS B A D D
Intersection Summary
HCM 2000 Control Delay 22.6HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.61Actuated Cycle Length (s) 140.0Sum of lost time (s)10.0Intersection Capacity Utilization 64.9%ICU Level of Service CAnalysis Period (min)15Description: Traffic Count Consultant - 10/15/2014c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3057: I-5 SB Ramp & S 320 St 8/6/2015
Synchro 8 Report2025 No Action SaturdaySK Page 3
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)017158032031600 000019501021
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)1%0%2%2%
Total Lost time (s)5.05.05.05.0 5.05.05.0
Lane Util. Factor 0.911.001.000.91 0.950.950.76
Frpb, ped/bikes 1.000.971.001.00 1.001.001.00
Flpb, ped/bikes 1.001.001.001.00 1.001.001.00
Frt 1.000.851.001.00 1.001.000.85
Flt Protected 1.001.000.951.00 0.950.951.00
Satd. Flow (prot)5046150717595122 166716813600
Flt Permitted 1.001.000.951.00 0.950.951.00
Satd. Flow (perm)5046150717595122 166716813600
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)017158032031600 000019501021RTOR Reduction (vph)00342 0000000043Lane Group Flow (vph)017154612031600 00009798978Confl. Peds. (#/hr)2 2 5 5Heavy Vehicles (%)2%2%2%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)024420202202
Turn Type NAPermProtNA SplitNAcustomProtected Phases 2 16 444 5Permitted Phases 2Actuated Green, G (s)69.069.024.084.4 32.032.045.6Effective Green, g (s)69.069.024.084.4 32.032.045.6Actuated g/C Ratio 0.490.490.170.60 0.230.230.33Clearance Time (s)5.05.05.05.0 5.05.0Vehicle Extension (s)2.02.02.02.0 2.02.0
Lane Grp Cap (vph)24867423013087 3813841172v/s Ratio Prot c0.34c0.120.31 0.060.06c0.27v/s Ratio Perm 0.31v/c Ratio 0.690.620.670.52 0.250.260.83Uniform Delay, d1 27.325.954.316.1 44.244.243.7Progression Factor 1.001.001.001.00 1.001.001.00Incremental Delay, d2 1.63.94.60.6 0.10.15.0Delay (s)28.929.859.016.7 44.444.448.7Level of Service CCEB DDDApproach Delay (s)29.2 21.4 0.0 48.0Approach LOS C C A D
Intersection Summary
HCM 2000 Control Delay 30.8HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.75Actuated Cycle Length (s) 140.0Sum of lost time (s)15.0Intersection Capacity Utilization 80.4%ICU Level of Service DAnalysis Period (min)15Description: 9/23/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3058: I-5 NB - 320/320 EB - I-5 NB Ramps/I-5 NB Ramp & S 320 St 8/6/2015
Synchro 8 Report2025 No Action SaturdaySK Page 4
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)01174681012831325002100000
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)1%-1%2%3%
Total Lost time (s)5.05.0 5.0 5.05.06.0
Lane Util. Factor 0.911.00 0.91 0.950.951.00
Frpb, ped/bikes 1.001.00 1.00 1.001.000.99
Flpb, ped/bikes 1.001.00 1.00 1.001.001.00
Frt 1.000.85 0.99 1.001.000.85
Flt Protected 1.001.00 1.00 0.950.951.00
Satd. Flow (prot)504615755060165116691533
Flt Permitted 1.001.00 1.00 0.950.951.00
Satd. Flow (perm)504615755060165116691533
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)01174681012831325002100000RTOR Reduction (vph)0000500052000Lane Group Flow (vph)0117468101410025025248000Confl. Peds. (#/hr)2 21 110 10Heavy Vehicles (%)2%2%2%1%1%1%2%2%2%2%2%2%Bus Blockages (#/hr)020020202202
Turn Type NAFree NA SplitNAPermProtected Phases 2 6 44Permitted Phases Free 4Actuated Green, G (s)103.5140.0103.5 26.526.526.5Effective Green, g (s)103.5140.0103.5 26.526.525.5Actuated g/C Ratio 0.741.00 0.74 0.190.190.18Clearance Time (s)5.0 5.0 5.05.05.0Vehicle Extension (s)2.0 2.0 2.02.02.0
Lane Grp Cap (vph)373015753740 312315279v/s Ratio Prot 0.23 0.28c0.150.15v/s Ratio Perm c0.43 0.03v/c Ratio 0.310.43 0.38 0.800.800.17Uniform Delay, d1 6.20.0 6.6 54.254.248.4Progression Factor 1.001.00 1.00 1.021.021.05Incremental Delay, d2 0.20.9 0.3 13.012.80.1Delay (s)6.40.9 6.9 68.468.150.7Level of Service AA A EEDApproach Delay (s)4.4 6.9 65.3 0.0Approach LOS AAEA
Intersection Summary
HCM 2000 Control Delay 14.8HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.52Actuated Cycle Length (s) 140.0Sum of lost time (s)10.0Intersection Capacity Utilization 56.7%ICU Level of Service BAnalysis Period (min)15Description: 9/23/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3064: Military Rd S & S 320 St/S Peasley Cyn Rd 8/11/2015
Synchro 8 Report2025 No Action SaturdaySK Page 1
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)1428002046887511222513257143189377
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Total Lost time (s)5.05.06.05.05.0 5.05.05.05.05.05.0
Lane Util. Factor 1.000.951.001.000.95 1.001.001.001.001.001.00
Frpb, ped/bikes 1.001.000.951.000.99 1.001.000.961.001.000.96
Flpb, ped/bikes 1.001.001.001.001.00 1.001.001.001.001.001.00
Frt 1.001.000.851.000.98 1.001.000.851.001.000.85
Flt Protected 0.951.001.000.951.00 0.951.001.000.951.001.00
Satd. Flow (prot)17703525149917703433175518631506175518631506
Flt Permitted 0.951.001.000.951.00 0.951.001.000.951.001.00
Satd. Flow (perm)17703525149917703433175518631506175518631506
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)1428002046887511222513257143189377RTOR Reduction (vph)0072 060004800257Lane Group Flow (vph)1428001326898102251329143189120Confl. Peds. (#/hr)1010101010101010Bus Blockages (#/hr)020020202202
Turn Type ProtNApm+ovProtNA SplitNAPermSplitNAPermProtected Phases 528168844Permitted Phases284Actuated Green, G (s)14.869.390.99.664.1 21.621.621.619.519.519.5Effective Green, g (s)14.869.388.99.664.1 21.621.621.619.519.519.5Actuated g/C Ratio0.110.490.640.070.46 0.150.150.150.140.140.14Clearance Time (s)5.05.05.05.05.0 5.05.05.05.05.05.0Vehicle Extension (s)2.02.02.02.02.0 2.02.02.02.02.02.0
Lane Grp Cap (vph)187174410161211571 270287232244259209v/s Ratio Prot c0.080.230.020.04c0.29c0.130.07 0.08c0.10v/s Ratio Perm 0.07 0.01 0.08v/c Ratio 0.760.460.130.560.62 0.830.460.040.590.730.57Uniform Delay, d1 60.923.110.263.228.8 57.553.950.456.557.756.4Progression Factor1.001.001.001.001.00 1.001.001.001.001.001.00Incremental Delay, d214.50.90.03.51.9 18.50.40.02.38.42.3Delay (s)75.324.010.266.730.7 76.054.350.458.866.158.7Level of Service ECBEC EDDEEEApproach Delay (s)27.9 33.0 65.6 60.7Approach LOS C C E E
Intersection Summary
HCM 2000 Control Delay 41.2HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.70Actuated Cycle Length (s) 140.0Sum of lost time (s)21.0Intersection Capacity Utilization 77.2%ICU Level of Service DAnalysis Period (min)15Description: Mils320c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4050: Pacific Hwy S & S 336 St 8/6/2015
Synchro 8 Report2025 No Action SaturdaySK Page 6
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)18397158841755921681570128549
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)1%1%3%
Total Lost time (s)4.55.55.54.55.5 5.05.0 5.5
Lane Util. Factor 1.001.001.001.000.95 0.970.91 1.00
Frpb, ped/bikes 1.001.000.981.001.00 1.001.00 1.00
Flpb, ped/bikes 1.001.001.001.001.00 1.001.00 1.00
Frt 1.001.000.851.000.96 1.000.99 1.00
Flt Protected 0.951.001.000.951.00 0.951.00 0.95
Satd. Flow (prot)17321872153717433392 34014950 1796
Flt Permitted 0.531.001.000.661.00 0.951.00 0.95
Satd. Flow (perm)9581872153712033392 34014950 1796
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)18397158841755921681570128549RTOR Reduction (vph)00133028 0005000Lane Group Flow (vph)1839725842060017016930054Confl. Peds. (#/hr)6 67 733 333Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%2%2%Bus Blockages (#/hr)604426426060
Turn Type D.P+PNAPermD.P+PNA ProtProtNA ProtProtProtected Phases 74 38 552 11Permitted Phases 8 44Actuated Green, G (s)33.722.022.033.723.2 10.178.2 7.6Effective Green, g (s)33.722.022.033.723.2 10.178.2 7.6Actuated g/C Ratio0.240.160.160.240.17 0.070.56 0.05Clearance Time (s)4.55.55.54.55.5 5.05.0 5.5Vehicle Extension (s)2.02.02.02.02.0 2.02.0 2.0
Lane Grp Cap (vph)288294241334562 2452764 97v/s Ratio Prot c0.050.05 0.020.06 0.05c0.34 0.03v/s Ratio Perm c0.11 0.020.04v/c Ratio 0.640.330.100.250.37 0.690.61 0.56Uniform Delay, d1 45.752.450.544.251.9 63.420.7 64.6Progression Factor1.001.001.001.001.00 1.001.00 1.00Incremental Delay, d23.40.20.10.10.1 6.71.0 3.9Delay (s)49.152.750.644.352.0 70.121.8 68.7Level of Service DDDDD EC EApproach Delay (s)50.4 50.0 26.2Approach LOS D D C
Intersection Summary
HCM 2000 Control Delay 28.7HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.63Actuated Cycle Length (s) 140.0Sum of lost time (s)20.5Intersection Capacity Utilization 76.9%ICU Level of Service DAnalysis Period (min)15Description: 9/18/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4050: Pacific Hwy S & S 336 St 8/6/2015
Synchro 8 Report2025 No Action SaturdaySK Page 7
Movement SBTSBR
Lane Configurations
Volume (vph)1624212
Ideal Flow (vphpl)19001900
Grade (%)-3%
Total Lost time (s)5.54.5
Lane Util. Factor 0.911.00
Frpb, ped/bikes 1.000.98
Flpb, ped/bikes 1.001.00
Frt 1.000.85
Flt Protected 1.001.00
Satd. Flow (prot)51341569
Flt Permitted 1.001.00
Satd. Flow (perm)51341569
Peak-hour factor, PHF1.001.00Adj. Flow (vph)1624212RTOR Reduction (vph)075Lane Group Flow (vph)1624137Confl. Peds. (#/hr)3Heavy Vehicles (%)2%2%Bus Blockages (#/hr)42
Turn Type NApm+ovProtected Phases 67Permitted Phases 6Actuated Green, G (s)75.786.2Effective Green, g (s)75.786.2Actuated g/C Ratio0.540.62Clearance Time (s)5.54.5Vehicle Extension (s)2.02.0
Lane Grp Cap (vph)2776966v/s Ratio Prot c0.320.01v/s Ratio Perm 0.08v/c Ratio 0.590.14Uniform Delay, d1 21.611.3Progression Factor1.000.98Incremental Delay, d20.90.0Delay (s)22.511.2Level of Service CBApproach Delay (s)22.5Approach LOSC
Intersection Summary
HCM Signalized Intersection Capacity Analysis
4848: Pacific Hwy S & S 348 St 8/6/2015
Synchro 8 Report2025 No Action SaturdaySK Page 8
Movement EBUEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBL
Lane Configurations
Volume (vph)1816116631486271015736214493536149
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)4%1%2%
Total Lost time (s)4.55.0 5.05.0 5.05.05.05.5
Lane Util. Factor 1.000.91 0.970.91 0.970.860.860.97
Frpb, ped/bikes 1.001.00 1.001.00 1.000.990.991.00
Flpb, ped/bikes 1.001.00 1.001.00 1.001.001.001.00
Frt 1.000.99 1.000.99 1.000.950.851.00
Flt Protected 0.951.00 0.951.00 0.951.001.000.95
Satd. Flow (prot)1737496433694947 3279434312953485
Flt Permitted 0.951.00 0.951.00 0.281.001.000.95
Satd. Flow (perm)1737496433694947 961434312953485
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)1816116631486271015736214493536149RTOR Reduction (vph)00700500073340Lane Group Flow (vph)017918040627108300220688234149Confl. Peds. (#/hr)55 5 103 32Heavy Vehicles (%)1%1%1%1%3%3%3%2%5%5%5%2%Bus Blockages (#/hr)220222202200
Turn Type ProtProtNA ProtNAcustomProtNApm+ovProtProtected Phases 774 38 5231Permitted Phases 5 2Actuated Green, G (s)19.551.0 16.048.0 18.143.059.09.5Effective Green, g (s)19.551.0 16.048.0 18.143.059.09.5Actuated g/C Ratio 0.140.36 0.110.34 0.130.310.420.07Clearance Time (s)4.55.0 5.05.0 5.05.05.05.5Vehicle Extension (s)2.02.0 2.02.0 2.02.02.02.0
Lane Grp Cap (vph)2411808 3851696 1241333545236v/s Ratio Prot c0.10c0.36c0.190.22 0.160.050.04v/s Ratio Perm c0.23 0.13v/c Ratio 0.741.00 1.630.64 1.770.520.430.63Uniform Delay, d1 57.844.4 62.038.7 61.039.928.663.5Progression Factor 1.001.00 0.720.81 1.001.001.001.00Incremental Delay, d2 10.320.7288.50.9 379.00.10.24.0Delay (s)68.165.1333.132.2 439.940.128.867.5Level of Service EE FC FDCEApproach Delay (s)65.4 142.2 108.1Approach LOS E F F
Intersection Summary
HCM 2000 Control Delay 93.6HCM 2000 Level of Service FHCM 2000 Volume to Capacity ratio 1.13Actuated Cycle Length (s) 140.0Sum of lost time (s)20.5Intersection Capacity Utilization 98.8%ICU Level of Service FAnalysis Period (min)15Description: 9/11/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4848: Pacific Hwy S & S 348 St 8/6/2015
Synchro 8 Report2025 No Action SaturdaySK Page 9
Movement SBTSBR
Lane Configurations
Volume (vph)641345
Ideal Flow (vphpl)19001900
Grade (%)-3%
Total Lost time (s)5.5
Lane Util. Factor 0.91
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.95
Flt Protected 1.00
Satd. Flow (prot)4853
Flt Permitted 1.00
Satd. Flow (perm)4853
Peak-hour factor, PHF1.001.00Adj. Flow (vph)641345RTOR Reduction (vph)720Lane Group Flow (vph)9140Confl. Peds. (#/hr)2Heavy Vehicles (%)2%2%Bus Blockages (#/hr)22
Turn Type NAProtected Phases 6Permitted PhasesActuated Green, G (s)34.4Effective Green, g (s)34.4Actuated g/C Ratio0.25Clearance Time (s)5.5Vehicle Extension (s)2.0
Lane Grp Cap (vph)1192v/s Ratio Prot c0.19v/s Ratio Permv/c Ratio 0.77Uniform Delay, d1 49.1Progression Factor1.00Incremental Delay, d22.7Delay (s)51.8Level of Service DApproach Delay (s)53.8Approach LOSD
Intersection Summary
HCM Signalized Intersection Capacity Analysis
4850: Enchanted Pkwy S/16 Av S & S 348 St/SR 18 8/6/2015
Synchro 8 Report2025 No Action SaturdaySK Page 10
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBLSBT
Lane Configurations
Volume (vph)1811832354786116840098408952653320722
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)2%-4%2%-2%
Total Lost time (s)4.54.54.55.05.05.0 5.05.05.05.05.5
Lane Util. Factor 1.000.911.000.940.911.00 0.970.910.910.970.91
Frpb, ped/bikes 1.001.000.981.001.000.98 1.001.001.001.001.00
Flpb, ped/bikes 1.001.001.001.001.001.00 1.001.001.001.001.00
Frt 1.001.000.851.001.000.85 1.000.980.851.000.98
Flt Protected 0.951.001.000.951.001.00 0.951.001.000.951.00
Satd. Flow (prot)16884891148550275123155634193296144135025076
Flt Permitted 0.951.001.000.951.001.00 0.951.001.000.951.00
Satd. Flow (perm)16884891148550275123155634193296144135025076
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)1811832354786116840098408952653320722RTOR Reduction (vph)00920016600952011Lane Group Flow (vph)1811832262786116823405061106438320798Confl. Peds. (#/hr)4 45 511 114Heavy Vehicles (%)5%5%5%3%3%3%1%1%1%1%1%1%Bus Blockages (#/hr)202222222002
Turn Type ProtNAPermProtNAPermProtProtNApt+ovProtNAProtected Phases 74 38 5522 316Permitted Phases 4 8Actuated Green, G (s)18.545.045.016.042.542.5 15.046.562.513.044.0Effective Green, g (s)18.545.045.016.042.542.5 15.046.562.513.044.0Actuated g/C Ratio0.130.320.320.110.300.30 0.110.330.450.090.31Clearance Time (s)4.54.54.55.05.05.0 5.05.0 5.05.5Vehicle Extension (s)2.02.02.02.02.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)22315724775741555472 36610946433251595v/s Ratio Prot 0.11c0.37c0.160.23 c0.15c0.340.30c0.090.16v/s Ratio Perm 0.18 0.15v/c Ratio 0.811.170.551.370.750.50 1.381.010.680.980.50Uniform Delay, d1 59.147.539.162.044.040.0 62.546.830.863.439.1Progression Factor0.630.550.241.001.001.00 1.001.001.001.001.00Incremental Delay, d210.378.32.3177.13.43.7188.429.92.445.30.1Delay (s)47.4104.311.5239.147.443.7250.976.633.2108.739.1Level of Service DFBFDD FECFDApproach Delay (s)86.1 110.8 108.3 58.9Approach LOS F F F E
Intersection Summary
HCM 2000 Control Delay 95.4HCM 2000 Level of Service FHCM 2000 Volume to Capacity ratio 1.14Actuated Cycle Length (s) 140.0Sum of lost time (s)20.0Intersection Capacity Utilization 109.0%ICU Level of Service HAnalysis Period (min)15Description: 9/09/2014 - Traffic Count Consultant c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4850: Enchanted Pkwy S/16 Av S & S 348 St/SR 18 8/6/2015
Synchro 8 Report2025 No Action SaturdaySK Page 11
Movement SBR
Lane Configurations
Volume (vph)87
Ideal Flow (vphpl)1900
Grade (%)
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF1.00Adj. Flow (vph)87RTOR Reduction (vph)0Lane Group Flow (vph)0Confl. Peds. (#/hr)14Heavy Vehicles (%)1%Bus Blockages (#/hr)2
Turn TypeProtected PhasesPermitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Vehicle Extension (s)
Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
5246: Pacific Hwy S & S 356 St 8/6/2015
Synchro 8 Report2025 No Action SaturdaySK Page 12
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBLSBT
Lane Configurations
Volume (vph)3246011712164207711088596672816
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-1%-3%2%-2%
Total Lost time (s)7.05.05.06.05.0 4.54.5 5.55.5
Lane Util. Factor 0.971.001.001.000.95 0.970.91 1.000.91
Frpb, ped/bikes 1.001.001.001.001.00 1.001.00 1.001.00
Flpb, ped/bikes 1.001.001.001.001.00 1.001.00 1.001.00
Frt 1.001.000.851.000.98 1.000.99 1.000.95
Flt Protected 0.951.001.000.951.00 0.951.00 0.951.00
Satd. Flow (prot)34701891159417643468 3240473517534762
Flt Permitted 0.951.001.000.081.00 0.951.00 0.201.00
Satd. Flow (perm)3470189115941543468 32404735 3684762
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)3246011712164207711088596672816RTOR Reduction (vph)00105013 00060067Lane Group Flow (vph)32460166216484001099190721185Confl. Peds. (#/hr)1 1Heavy Vehicles (%)1%1%1%3%3%3%7%7%7%7%4%4%Bus Blockages (#/hr)202202202002
Turn Type ProtNAPermD.P+PNA ProtProtNAD.P+PNAProtected Phases 74 38 552 16Permitted Phases 44 2Actuated Green, G (s)36.048.448.461.824.8 10.649.6 56.245.6Effective Green, g (s)36.048.448.461.824.8 11.650.6 56.245.6Actuated g/C Ratio0.260.350.350.440.18 0.080.36 0.400.33Clearance Time (s)7.05.05.06.05.0 5.55.5 5.55.5Vehicle Extension (s)2.02.02.02.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)892653551222614 2681711 2131551v/s Ratio Prot 0.090.32c0.090.14 0.03c0.19 0.02c0.25v/s Ratio Perm 0.04c0.34 0.12v/c Ratio 0.360.920.120.970.79 0.410.54 0.340.76Uniform Delay, d1 42.644.031.358.155.1 60.935.4 27.242.4Progression Factor1.001.001.000.561.53 1.001.00 1.001.00Incremental Delay, d20.118.10.051.76.0 0.41.2 0.33.6Delay (s)42.762.131.384.490.3 61.336.6 27.646.0Level of Service DECFF ED CDApproach Delay (s)51.5 88.5 39.2 45.0Approach LOS D F D D
Intersection Summary
HCM 2000 Control Delay 52.7HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.87Actuated Cycle Length (s) 140.0Sum of lost time (s)22.0Intersection Capacity Utilization 90.8%ICU Level of Service EAnalysis Period (min)15Description: 9/10/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
5246: Pacific Hwy S & S 356 St 8/6/2015
Synchro 8 Report2025 No Action SaturdaySK Page 13
Movement SBR
Lane Configurations
Volume (vph)436
Ideal Flow (vphpl)1900
Grade (%)
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF1.00Adj. Flow (vph)436RTOR Reduction (vph)0Lane Group Flow (vph)0Confl. Peds. (#/hr)Heavy Vehicles (%)4%Bus Blockages (#/hr)0
Turn TypeProtected PhasesPermitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Vehicle Extension (s)
Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
5251: Enchanted Pkwy S & S 356 St 8/6/2015
Synchro 8 Report2025 No Action SaturdaySK Page 14
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)29317355181412565122836179370
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)1%0%-1%1%
Total Lost time (s)3.53.52.02.0 3.04.0 5.03.0
Lane Util. Factor 1.001.001.001.00 0.970.95 1.000.95
Frpb, ped/bikes 1.000.991.000.99 1.001.00 1.001.00
Flpb, ped/bikes 1.001.001.001.00 1.001.00 1.001.00
Frt 1.000.851.000.93 1.001.00 1.001.00
Flt Protected 0.951.000.951.00 0.951.00 0.951.00
Satd. Flow (prot)17651540175117373484355817783542
Flt Permitted 0.721.000.291.00 0.951.00 0.951.00
Satd. Flow (perm)1329154053017373484355817783542
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)29317355181412565122836179370RTOR Reduction (vph)00265 090010000Lane Group Flow (vph)0310901817056512630179370Confl. Peds. (#/hr)2 24 48 86 6Heavy Vehicles (%)2%2%2%2%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)202202020020
Turn Type PermNAPermPermNA ProtNA ProtNAProtected Phases 4 8 52 16Permitted Phases 4 48Actuated Green, G (s)34.334.334.834.8 25.178.5 2.956.3Effective Green, g (s)35.335.336.836.8 27.179.5 2.958.3Actuated g/C Ratio 0.250.250.260.26 0.190.57 0.020.42Clearance Time (s)4.54.54.04.0 5.05.0 5.05.0Vehicle Extension (s)2.02.02.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)335388139456 6742020 361474v/s Ratio Prot 0.01c0.160.36 0.01c0.26v/s Ratio Perm c0.230.060.03v/c Ratio 0.930.230.130.04 0.840.63 0.470.64Uniform Delay, d1 51.141.639.438.4 54.320.3 67.832.4Progression Factor 0.580.291.001.00 1.001.00 1.001.00Incremental Delay, d2 29.50.10.20.0 8.61.5 3.52.1Delay (s)59.212.339.538.4 62.921.7 71.334.5Level of Service EBDD EC ECApproach Delay (s)34.2 38.9 34.5 35.2Approach LOS CDCD
Intersection Summary
HCM 2000 Control Delay 34.7HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.76Actuated Cycle Length (s) 140.0Sum of lost time (s)18.0Intersection Capacity Utilization 75.9%ICU Level of Service DAnalysis Period (min)15Description: 9/10/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
30: 8/5/2015
Synchro 8 Report2025 No Action PM SK Page 1
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)1038145296187623230911932822179
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Total Lost time (s)5.05.0 5.05.0 5.05.0 5.05.0
Lane Util. Factor 1.001.00 1.001.00 1.001.00 1.001.00
Frt 1.000.98 1.000.96 1.000.96 1.000.97
Flt Protected 0.951.00 0.951.00 0.951.00 0.951.00
Satd. Flow (prot)17701833177017931770178517701813
Flt Permitted 0.601.00 0.111.00 0.061.00 0.391.00
Satd. Flow (perm)11261833 2011793 1071785 7211813
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)1038145296187623230911932822179RTOR Reduction (vph)0300700100060Lane Group Flow (vph)1042302962420324180329950
Turn Type pm+ptNApm+ptNApm+ptNApm+ptNAProtected Phases 74 38 52 16Permitted Phases 4826Actuated Green, G (s)33.232.0 52.045.8 73.069.4 73.069.4Effective Green, g (s)33.232.0 52.045.8 73.069.4 73.069.4Actuated g/C Ratio0.240.23 0.370.33 0.520.50 0.520.50Clearance Time (s)5.05.0 5.05.0 5.05.0 5.05.0Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)272418 242586 98884 402898v/s Ratio Prot 0.000.23c0.130.13c0.010.23 0.00c0.55v/s Ratio Perm 0.01 c0.32 0.16 0.04v/c Ratio 0.041.01 1.220.41 0.330.47 0.081.11Uniform Delay, d1 41.054.0 41.036.6 31.923.3 17.435.3Progression Factor1.001.00 1.001.00 0.740.75 1.001.00Incremental Delay, d20.047.0131.50.2 0.61.6 0.064.4Delay (s)41.0101.0172.636.8 24.119.1 17.499.7Level of Service DF FD CB BFApproach Delay (s)99.6 110.5 19.4 97.1Approach LOS F F B F
Intersection Summary
HCM 2000 Control Delay 86.1HCM 2000 Level of Service FHCM 2000 Volume to Capacity ratio 1.16Actuated Cycle Length (s) 140.0Sum of lost time (s)20.0Intersection Capacity Utilization 105.8%ICU Level of Service GAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
60: Military Rd S & S 272 St 8/5/2015
Synchro 8 Report2025 No Action PM SK Page 2
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)1461040413271679662913629375657125
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-3%0%0%-3%
Total Lost time (s)5.05.06.05.05.0 5.05.05.05.05.0
Lane Util. Factor 1.000.951.001.000.95 0.971.001.001.001.00
Frpb, ped/bikes 1.001.000.921.000.99 1.001.000.951.000.99
Flpb, ped/bikes 1.001.001.001.001.00 1.001.001.001.001.00
Frt 1.001.000.851.000.99 1.001.000.851.000.98
Flt Protected 0.951.001.000.951.00 0.951.001.000.951.00
Satd. Flow (prot)1789357814751770343934061855149317821831
Flt Permitted 0.951.001.000.951.00 0.951.001.000.951.00
Satd. Flow (perm)1789357814751770343934061855149317821831
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)1461040413271679662913629375657125RTOR Reduction (vph)00166 0500057050Lane Group Flow (vph)1461040247271740029136236757770Confl. Peds. (#/hr)10 1010 1010 1010 10Bus Blockages (#/hr)120041412204
Turn Type ProtNAPermProtNA ProtNAPermProtNAProtected Phases 74 38 52 16Permitted Phases 4 2Actuated Green, G (s)15.037.037.020.042.0 11.053.753.79.352.0Effective Green, g (s)15.037.036.020.042.0 11.053.753.79.352.0Actuated g/C Ratio0.110.260.260.140.30 0.080.380.380.070.37Clearance Time (s)5.05.05.05.05.0 5.05.05.05.05.0Vehicle Extension (s)2.02.02.02.02.0 2.02.02.02.02.0
Lane Grp Cap (vph)1919453792521031 267711572118680v/s Ratio Prot 0.08c0.29c0.150.22c0.090.20 0.04c0.42v/s Ratio Perm 0.17 0.02v/c Ratio 0.761.100.651.080.72 1.090.510.060.641.14Uniform Delay, d1 60.851.546.460.043.7 64.533.127.363.744.0Progression Factor1.001.001.001.001.00 1.001.001.001.001.00Incremental Delay, d215.060.88.578.24.3 81.20.20.08.081.0Delay (s)75.8112.354.9138.248.0145.733.327.371.7125.0Level of Service EFDFD FCCEFApproach Delay (s)94.1 72.1 76.4 120.3Approach LOS F E E F
Intersection Summary
HCM 2000 Control Delay 91.0HCM 2000 Level of Service FHCM 2000 Volume to Capacity ratio 1.11Actuated Cycle Length (s) 140.0Sum of lost time (s)20.0Intersection Capacity Utilization 111.1%ICU Level of Service HAnalysis Period (min)15Description: Mils272c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
670: S Peasley Cyn Rd 8/5/2015
Synchro 8 Report2025 No Action PM SK Page 3
Movement EBLEBRNBLNBTSBTSBR
Lane Configurations
Volume (vph)4376655255741443597
Ideal Flow (vphpl)190019001900190019001900
Total Lost time (s)5.05.05.05.05.05.0
Lane Util. Factor0.971.000.971.001.001.00
Frt 1.000.851.001.001.000.85
Flt Protected 0.951.000.951.001.001.00
Satd. Flow (prot)343315833433186318631583
Flt Permitted 0.951.000.951.001.001.00
Satd. Flow (perm)343315833433186318631583
Peak-hour factor, PHF1.001.001.001.001.001.00Adj. Flow (vph)4376655255741443597RTOR Reduction (vph)017800053Lane Group Flow (vph)4374875255741443544
Turn Type ProtPermProtNANAPermProtected Phases 4 526Permitted Phases 4 6Actuated Green, G (s)27.027.017.0103.081.081.0Effective Green, g (s)27.027.017.0103.081.081.0Actuated g/C Ratio0.190.190.120.740.580.58Clearance Time (s)5.05.05.05.05.05.0Vehicle Extension (s)2.02.02.02.02.02.0
Lane Grp Cap (vph)66230541613701077915v/s Ratio Prot 0.13c0.150.31c0.77v/s Ratio Permc0.310.34v/c Ratio 0.661.601.260.421.340.59Uniform Delay, d1 52.356.561.57.129.518.9Progression Factor1.001.001.001.000.740.57Incremental Delay, d21.9284.1136.00.9157.92.2Delay (s)54.2340.6197.58.0179.913.1Level of Service DFFAFBApproach Delay (s)227.0 98.5131.1Approach LOS F FF
Intersection Summary
HCM 2000 Control Delay 147.6HCM 2000 Level of Service FHCM 2000 Volume to Capacity ratio 1.38Actuated Cycle Length (s) 140.0Sum of lost time (s)15.0Intersection Capacity Utilization 125.5%ICU Level of Service HAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
1050: Pacific Hwy S & S 288 St 8/5/2015
Synchro 8 Report2025 No Action PM SK Page 4
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)38472060649325341488756511537
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Width 121412121112121212121211
Grade (%)14%-7%-2%
Total Lost time (s)6.0 5.55.55.5 5.55.5 5.0
Lane Util. Factor 1.00 0.950.951.00 1.000.91 0.97
Frpb, ped/bikes 1.00 1.001.000.97 1.000.98 1.00
Flpb, ped/bikes 1.00 1.001.001.00 1.001.00 1.00
Frt 0.97 1.001.000.85 1.000.94 1.00
Flt Protected 0.98 0.950.961.00 0.951.00 0.95
Satd. Flow (prot)176116941715156818054750 3318
Flt Permitted 0.98 0.950.961.00 0.951.00 0.95
Satd. Flow (perm)176116941715156818054750 3318
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)38472060649325341488756511537RTOR Reduction (vph)000002510065000Lane Group Flow (vph)0105032732874048138700548Confl. Peds. (#/hr)101013132222221818Confl. Bikes (#/hr)2 1Heavy Vehicles (%)2%2%2%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)609906906060
Turn Type SplitNA SplitNAPermProtProtNA ProtProtProtected Phases 77 88 552 11Permitted Phases 8Actuated Green, G (s)22.9 31.831.831.8 6.651.8 11.5Effective Green, g (s)21.9 31.831.831.8 7.152.3 12.0Actuated g/C Ratio 0.16 0.230.230.23 0.050.37 0.09Clearance Time (s)5.0 5.55.55.5 6.06.0 5.5Vehicle Extension (s)2.0 2.02.02.0 2.02.0 2.0
Lane Grp Cap (vph)275 384389356 911774 284v/s Ratio Prot c0.06c0.190.19 0.030.29 c0.17v/s Ratio Perm 0.05v/c Ratio 0.38 0.850.840.21 0.530.88dr 1.93Uniform Delay, d1 53.0 51.851.743.9 64.838.8 64.0Progression Factor 1.00 1.031.032.81 1.010.90 0.90Incremental Delay, d2 0.3 15.814.60.1 2.53.5 430.6Delay (s)53.3 69.267.9123.6 68.138.3 488.3Level of Service D EEF ED FApproach Delay (s)53.3 86.8 39.2Approach LOS D F D
Intersection Summary
HCM 2000 Control Delay 124.4HCM 2000 Level of Service FHCM 2000 Volume to Capacity ratio 1.01Actuated Cycle Length (s) 140.0Sum of lost time (s)22.0Intersection Capacity Utilization 102.9%ICU Level of Service GAnalysis Period (min)15Description: Traffic Count Consultant - 10/01/2014
HCM Signalized Intersection Capacity Analysis
1050: Pacific Hwy S & S 288 St 8/5/2015
Synchro 8 Report2025 No Action PM SK Page 5
Movement SBTSBR
Lane Configurations
Volume (vph)2139131
Ideal Flow (vphpl)19001900
Lane Width 1212
Grade (%)2%
Total Lost time (s)5.0
Lane Util. Factor0.91
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.99
Flt Protected 1.00
Satd. Flow (prot)4956
Flt Permitted 1.00
Satd. Flow (perm)4956
Peak-hour factor, PHF1.001.00Adj. Flow (vph)2139131RTOR Reduction (vph)40Lane Group Flow (vph)22660Confl. Peds. (#/hr)18Confl. Bikes (#/hr)4Heavy Vehicles (%)1%1%Bus Blockages (#/hr)90
Turn Type NAProtected Phases 6Permitted PhasesActuated Green, G (s)56.7Effective Green, g (s)57.2Actuated g/C Ratio0.41Clearance Time (s)5.5Vehicle Extension (s)2.0
Lane Grp Cap (vph)2024v/s Ratio Prot c0.46v/s Ratio Permv/c Ratio 1.12Uniform Delay, d1 41.4Progression Factor1.24Incremental Delay, d261.0Delay (s)112.3Level of ServiceFApproach Delay (s)185.4Approach LOSF
Intersection Summary
HCM Signalized Intersection Capacity Analysis
1050: Pacific Hwy S & S 288 St 8/5/2015
Synchro 8 Report2025 No Action PM SK Page 6
dr Defacto Right Lane. Recode with 1 though lane as a right lane.c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
1056: Military Rd S & S 288 St 8/5/2015
Synchro 8 Report2025 No Action PM SK Page 7
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)260519252428577122150346215333489291
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Width 121112121112121111121111
Grade (%)-5%8%3%-3%
Total Lost time (s)5.55.5 4.54.5 5.05.05.05.55.55.5
Lane Util. Factor 1.000.95 1.000.95 1.001.001.001.001.001.00
Frpb, ped/bikes 1.000.98 1.000.99 1.001.000.961.001.000.96
Flpb, ped/bikes 1.001.00 1.001.00 1.001.001.001.001.001.00
Frt 1.000.95 1.000.97 1.001.000.851.001.000.85
Flt Protected 0.951.00 0.951.00 0.951.001.000.951.001.00
Satd. Flow (prot)1824328117163210176017841444179418461508
Flt Permitted 0.951.00 0.951.00 0.101.001.000.181.001.00
Satd. Flow (perm)1824328117163210 1901784144433118461508
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)260519252428577122150346215333489291RTOR Reduction (vph)0420014000134000Lane Group Flow (vph)2607290428685015034681333489291Confl. Peds. (#/hr)16166620203535Confl. Bikes (#/hr)1Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)120001012200
Turn Type ProtNA ProtNAD.P+PNAPermD.P+PNApm+ovProtected Phases 52 16 38 745Permitted Phases 4 88 4Actuated Green, G (s)33.133.5 35.535.9 48.830.330.348.839.072.1Effective Green, g (s)33.133.5 35.535.9 48.830.330.348.839.072.1Actuated g/C Ratio0.240.24 0.260.26 0.350.220.220.350.280.52Clearance Time (s)5.55.5 4.54.5 5.05.05.05.55.55.5Vehicle Extension (s)2.02.0 2.02.0 2.02.02.02.02.02.0
Lane Grp Cap (vph)436794 440833 178390316312520786v/s Ratio Prot 0.14c0.22c0.250.21 0.060.19c0.140.260.09v/s Ratio Perm 0.24 0.06c0.23 0.10v/c Ratio 0.600.92 0.970.82 0.840.890.261.070.940.37Uniform Delay, d1 46.751.1 50.948.2 35.952.344.737.648.519.6Progression Factor1.001.00 1.001.00 1.001.001.001.001.001.00Incremental Delay, d21.515.0 35.56.3 27.720.30.269.925.10.1Delay (s)48.166.1 86.454.5 63.672.744.9107.573.719.7Level of Service DE FD EEDFEBApproach Delay (s)61.6 66.6 62.3 69.7Approach LOS EEEE
Intersection Summary
HCM 2000 Control Delay 65.4HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 0.99Actuated Cycle Length (s) 138.3Sum of lost time (s)20.5Intersection Capacity Utilization 102.1%ICU Level of Service GAnalysis Period (min)15Description: Traffic Count Consultant - 10/01/2014
HCM Signalized Intersection Capacity Analysis
1056: Military Rd S & S 288 St 8/5/2015
Synchro 8 Report2025 No Action PM SK Page 8
c Critical Lane Group
HCM Unsignalized Intersection Capacity Analysis
2557: 28 Av S & S 312 St 8/5/2015
Synchro 8 Report2025 No Action PM SK Page 1
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Sign Control Stop Stop Stop Stop
Volume (vph)366210320015530720265527
Peak Hour Factor 1.001.001.001.001.001.001.001.001.001.001.001.00
Hourly flow rate (vph)366210320015530720265527
Direction, Lane #EB 1WB 1NB 1SB 1SB 2
Volume Total (vph)4712464265527Volume Left (vph)366215500Volume Right (vph)103020527Hadj (s)0.040.200.100.02-0.68Departure Headway (s)7.09.57.17.46.7Degree Utilization, x0.920.010.920.550.98Capacity (veh/h)516365495480527Control Delay (s)48.412.649.017.959.3Approach Delay (s)48.412.649.045.4Approach LOS EBEE
Intersection Summary
Delay 47.2Level of Service EIntersection Capacity Utilization 75.8%ICU Level of Service DAnalysis Period (min)15Description: 9/30/2014 - Traffic Count Consultant
HCM Signalized Intersection Capacity Analysis
3028: 21 Av SW & SW 320 St 8/5/2015
Synchro 8 Report2025 No Action PM SK Page 9
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)21437313448711468510447943373570364
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)3%3%-2%2%
Total Lost time (s)4.54.5 5.05.0 5.05.05.04.54.5
Lane Util. Factor 1.000.95 0.970.95 1.001.001.001.000.95
Frpb, ped/bikes 1.001.00 1.001.00 1.001.000.991.000.99
Flpb, ped/bikes 1.001.00 1.001.00 1.001.001.001.001.00
Frt 1.000.96 1.000.99 1.001.000.851.000.94
Flt Protected 0.951.00 0.951.00 0.951.001.000.951.00
Satd. Flow (prot)174333063374345917911900157317413270
Flt Permitted 0.951.00 0.951.00 0.101.001.000.181.00
Satd. Flow (perm)1743330633743459 180190015733263270
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)21437313448711468510447943373570364RTOR Reduction (vph)025 0040001170740Lane Group Flow (vph)214482048712270104479316738600Confl. Peds. (#/hr)3 38 82 23 3Confl. Bikes (#/hr)1Heavy Vehicles (%)2%2%2%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)046620204462
Turn Type ProtNA ProtNAD.P+PNApm+ovD.P+PNAProtected Phases 16 52 74538Permitted Phases 8 44Actuated Green, G (s)18.244.0 24.350.1 52.745.870.152.741.8Effective Green, g (s)18.244.0 24.350.1 52.745.870.152.741.8Actuated g/C Ratio0.130.31 0.170.36 0.380.330.500.380.30Clearance Time (s)4.54.5 5.05.0 5.05.05.04.54.5Vehicle Extension (s)2.02.0 2.02.0 2.02.02.02.02.0
Lane Grp Cap (vph)2261039 5851237 193621843192976v/s Ratio Prot c0.120.15 0.14c0.35 0.04c0.250.070.02c0.26v/s Ratio Perm 0.16 0.140.12v/c Ratio 0.950.46 0.830.99 0.540.770.380.380.88Uniform Delay, d1 60.438.5 55.944.8 55.942.421.531.746.7Progression Factor1.001.00 1.001.00 1.001.001.001.301.24Incremental Delay, d244.40.1 9.423.5 1.59.00.10.38.8Delay (s)104.838.7 65.368.3 57.551.421.641.467.0Level of Service FD EE EDCDEApproach Delay (s)58.3 67.4 39.3 65.1Approach LOS E E D E
Intersection Summary
HCM 2000 Control Delay 59.0HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 0.94Actuated Cycle Length (s) 140.0Sum of lost time (s)19.0Intersection Capacity Utilization 95.4%ICU Level of Service FAnalysis Period (min)15Description: All Traffic Data - May 2, 2012c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3040: 1 Av S & SW 320 St/S 320 St 8/6/2015
Synchro 8 Report2025 No Action PM SK Page 1
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)09652650160527906723420604235
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)5%-1%-1%1%
Total Lost time (s)4.55.5 5.05.0 5.05.0 4.54.5
Lane Util. Factor 0.951.00 0.951.00 0.951.00 0.951.00
Frpb, ped/bikes 1.000.99 1.000.98 1.000.99 1.000.98
Flpb, ped/bikes 1.001.00 1.001.00 1.001.00 1.001.00
Frt 1.000.85 1.000.85 1.000.85 1.000.85
Flt Protected 1.001.00 1.001.00 1.001.00 1.001.00
Satd. Flow (prot)34571538353515833592156035561511
Flt Permitted 1.001.00 1.001.00 1.001.00 1.001.00
Satd. Flow (perm)34571538353515833592156035561511
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)09652650160527906723420604235RTOR Reduction (vph)00220016001120027Lane Group Flow (vph)09652430160526306722300604208Confl. Peds. (#/hr)1 12 21 14 4Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)040080804408
Turn Type NAPerm NAPerm NAPerm NAPermProtected Phases 6284Permitted Phases 6284Actuated Green, G (s)96.296.2 95.795.7 34.334.3 34.834.8Effective Green, g (s)96.295.2 95.795.7 34.334.3 34.834.8Actuated g/C Ratio 0.690.68 0.680.68 0.240.24 0.250.25Clearance Time (s)4.54.5 5.05.0 5.05.0 4.54.5Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)2375104524161082 880382 883375v/s Ratio Prot 0.28 c0.45 c0.19 0.17v/s Ratio Perm 0.16 0.17 0.15 0.14v/c Ratio 0.410.23 0.660.24 0.760.60 0.680.55Uniform Delay, d1 9.58.5 12.88.4 49.146.8 47.645.8Progression Factor 1.001.00 1.241.25 0.950.89 1.081.14Incremental Delay, d2 0.50.5 1.30.5 3.51.8 1.71.0Delay (s)10.09.0 17.211.0 49.943.4 53.153.3Level of Service BA BB DD DDApproach Delay (s)9.8 16.3 47.7 53.2Approach LOS A B D D
Intersection Summary
HCM 2000 Control Delay 27.3HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.69Actuated Cycle Length (s) 140.0Sum of lost time (s)10.0Intersection Capacity Utilization 71.3%ICU Level of Service CAnalysis Period (min)15Description: Traffic Count Consultant - 10/15/2014c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3057: I-5 SB Ramp & S 320 St 8/5/2015
Synchro 8 Report2025 No Action PM SK Page 11
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)016955251161620 000072031237
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)1%0%2%2%
Total Lost time (s)5.05.05.05.0 5.05.05.0
Lane Util. Factor 0.911.001.000.91 0.950.950.76
Frpb, ped/bikes 1.000.971.001.00 1.001.001.00
Flpb, ped/bikes 1.001.001.001.00 1.001.001.00
Frt 1.000.851.001.00 1.001.000.85
Flt Protected 1.001.000.951.00 0.950.951.00
Satd. Flow (prot)5046150717595122 166716863600
Flt Permitted 1.001.000.951.00 0.950.951.00
Satd. Flow (perm)5046150717595122 166716863600
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)016955251161620 000072031237RTOR Reduction (vph)00237 0000000032Lane Group Flow (vph)016952881161620 00003603631205Confl. Peds. (#/hr)2 2 5 5Heavy Vehicles (%)2%2%2%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)024420202202
Turn Type NAPermProtNA SplitNAcustomProtected Phases 2 16 444 5Permitted Phases 2Actuated Green, G (s)61.861.817.070.4 46.246.259.6Effective Green, g (s)61.861.817.070.4 46.246.259.6Actuated g/C Ratio 0.440.440.120.50 0.330.330.43Clearance Time (s)5.05.05.05.0 5.05.0Vehicle Extension (s)2.02.02.02.0 2.02.0
Lane Grp Cap (vph)22276652132575 5505561532v/s Ratio Prot c0.34 0.07c0.32 0.220.22c0.33v/s Ratio Perm 0.19v/c Ratio 0.760.430.540.63 0.650.650.79Uniform Delay, d1 32.927.057.925.3 40.140.134.7Progression Factor 1.303.251.001.00 1.001.001.00Incremental Delay, d2 2.42.01.51.2 2.12.12.5Delay (s)45.389.759.426.5 42.242.237.2Level of Service DFEC DDDApproach Delay (s)55.8 28.7 0.0 39.1Approach LOS E C A D
Intersection Summary
HCM 2000 Control Delay 42.3HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.78Actuated Cycle Length (s) 140.0Sum of lost time (s)15.0Intersection Capacity Utilization 71.7%ICU Level of Service CAnalysis Period (min)15Description: 9/23/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3058: I-5 NB - 320/320 EB - I-5 NB Ramps/I-5 NB Ramp & S 320 St 8/5/2015
Synchro 8 Report2025 No Action PM SK Page 12
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)01776608012672074150336000
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)1%-1%2%3%
Total Lost time (s)5.05.0 5.0 5.05.06.0
Lane Util. Factor 0.911.00 0.91 0.950.951.00
Frpb, ped/bikes 1.001.00 1.00 1.001.000.99
Flpb, ped/bikes 1.001.00 1.00 1.001.001.00
Frt 1.000.85 0.98 1.001.000.85
Flt Protected 1.001.00 1.00 0.950.951.00
Satd. Flow (prot)504615755016165116641533
Flt Permitted 1.001.00 1.00 0.950.951.00
Satd. Flow (perm)504615755016165116641533
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)01776608012672074150336000RTOR Reduction (vph)00001100012000Lane Group Flow (vph)01776608014630207208324000Confl. Peds. (#/hr)2 21 110 10Heavy Vehicles (%)2%2%2%1%1%1%2%2%2%2%2%2%Bus Blockages (#/hr)020020202202
Turn Type NAFree NA SplitNAPermProtected Phases 2 6 44Permitted Phases Free 4Actuated Green, G (s)94.4140.0 94.4 35.635.635.6Effective Green, g (s)94.4140.0 94.4 35.635.634.6Actuated g/C Ratio 0.671.00 0.67 0.250.250.25Clearance Time (s)5.0 5.0 5.05.05.0Vehicle Extension (s)2.0 2.0 2.02.02.0
Lane Grp Cap (vph)340215753382 419423378v/s Ratio Prot c0.35 0.29 0.130.12v/s Ratio Perm 0.39 c0.21v/c Ratio 0.520.39 0.43 0.490.490.86Uniform Delay, d1 11.50.0 10.5 44.544.550.3Progression Factor 1.001.00 0.89 1.021.021.01Incremental Delay, d2 0.60.7 0.4 0.30.316.5Delay (s)12.00.7 9.8 45.645.567.5Level of Service BA A DDEApproach Delay (s)9.1 9.8 55.4 0.0Approach LOS AAEA
Intersection Summary
HCM 2000 Control Delay 16.9HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.61Actuated Cycle Length (s) 140.0Sum of lost time (s)10.0Intersection Capacity Utilization 64.4%ICU Level of Service CAnalysis Period (min)15Description: 9/23/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3064: Military Rd S & S 320 St/S Peasley Cyn Rd 8/6/2015
Synchro 8 Report2025 No Action PM SK Page 1
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)2201148693235102213317524155142389266
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Total Lost time (s)5.05.06.05.05.0 5.05.05.05.05.05.0
Lane Util. Factor 1.000.951.001.000.95 1.001.001.001.001.001.00
Frpb, ped/bikes 1.001.000.961.000.99 1.001.000.961.001.000.96
Flpb, ped/bikes 1.001.001.001.001.00 1.001.001.001.001.001.00
Frt 1.001.000.851.000.98 1.001.000.851.001.000.85
Flt Protected 0.951.001.000.951.00 0.951.001.000.951.001.00
Satd. Flow (prot)17703525152717703431175518631506175518631506
Flt Permitted 0.951.001.000.951.00 0.951.001.000.951.001.00
Satd. Flow (perm)17703525152717703431175518631506175518631506
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)2201148693235102213317524155142389266RTOR Reduction (vph)0022 080003900141Lane Group Flow (vph)22011486712351148017524116142389125Confl. Peds. (#/hr)1010101010101010Bus Blockages (#/hr)020020202202
Turn Type ProtNApm+ovProtNA SplitNAPermSplitNAPermProtected Phases 528168844Permitted Phases284Actuated Green, G (s)21.543.585.013.035.0 41.541.541.522.022.022.0Effective Green, g (s)21.543.583.013.035.0 41.541.541.522.022.022.0Actuated g/C Ratio0.150.310.590.090.25 0.300.300.300.160.160.16Clearance Time (s)5.05.05.05.05.0 5.05.05.05.05.05.0Vehicle Extension (s)2.02.02.02.02.0 2.02.02.02.02.02.0
Lane Grp Cap (vph)2711095970164857 520552446275292236v/s Ratio Prot 0.12c0.33c0.200.13c0.33 0.100.13 0.08c0.21v/s Ratio Perm 0.24 0.01 0.08v/c Ratio 0.811.050.691.431.34 0.340.440.040.521.330.53Uniform Delay, d1 57.348.219.763.552.5 38.539.835.054.159.054.3Progression Factor1.181.141.591.001.00 1.001.001.001.001.001.00Incremental Delay, d214.539.51.6226.1160.4 0.10.20.00.7171.11.1Delay (s)82.494.632.9289.6212.9 38.640.035.054.8230.155.4Level of Service FFCFF DDDDFEApproach Delay (s)72.5 225.9 38.9 140.6Approach LOS E F D F
Intersection Summary
HCM 2000 Control Delay 125.8HCM 2000 Level of Service FHCM 2000 Volume to Capacity ratio 1.11Actuated Cycle Length (s) 140.0Sum of lost time (s)21.0Intersection Capacity Utilization 91.6%ICU Level of Service FAnalysis Period (min)15Description: Mils320c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4028: 21 Av SW & SW 336 St/SW Campus Dr 8/5/2015
Synchro 8 Report2025 No Action PM SK Page 14
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBUSBLSBT
Lane Configurations
Volume (vph)389646105182117521220353810516277551
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Width 111112111112111112111111
Grade (%)0%1%2%-2%
Total Lost time (s)4.55.0 4.54.54.55.04.5 5.05.0
Lane Util. Factor 0.970.95 0.970.951.001.000.95 1.000.95
Frpb, ped/bikes 1.000.99 1.001.000.981.001.00 1.000.99
Flpb, ped/bikes 1.001.00 1.001.001.001.001.00 1.001.00
Frt 1.000.98 1.001.000.851.000.98 1.000.94
Flt Protected 0.951.00 0.951.001.000.951.00 0.951.00
Satd. Flow (prot)3351335932953438154516943283 17303231
Flt Permitted 0.951.00 0.951.001.000.111.00 0.141.00
Satd. Flow (perm)335133593295343815451943283 2483231
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)389646105182117521220353810516277551RTOR Reduction (vph)090008101200060Lane Group Flow (vph)3897420182117513120363100293812Confl. Peds. (#/hr)1010551155Heavy Vehicles (%)1%1%1%1%1%1%2%2%2%1%1%1%Bus Blockages (#/hr)000602022026
Turn Type ProtNA ProtNAPermD.P+PNAD.P+PD.P+PNAProtected Phases 74 38 52 116Permitted Phases 86 22Actuated Green, G (s)17.558.1 11.252.352.351.229.4 51.736.7Effective Green, g (s)17.558.1 11.252.352.351.229.4 51.736.7Actuated g/C Ratio0.120.42 0.080.370.370.370.21 0.370.26Clearance Time (s)4.55.0 4.54.54.55.04.5 5.05.0Vehicle Extension (s)2.02.0 2.02.02.02.02.0 2.02.0
Lane Grp Cap (vph)4181393 2631284577226689 327846v/s Ratio Prot c0.120.22 0.06c0.34 0.09c0.19 0.14c0.25v/s Ratio Perm 0.080.23 0.19v/c Ratio 0.930.53 0.690.920.230.900.92 0.900.96Uniform Delay, d1 60.630.7 62.741.730.037.154.1 52.350.9Progression Factor0.980.96 1.100.991.041.001.00 1.311.34Incremental Delay, d226.91.5 6.111.40.932.816.6 24.321.1Delay (s)86.331.0 74.952.832.170.070.7 92.789.4Level of Service FC EDCEE FFApproach Delay (s)49.9 52.6 70.5 90.2Approach LOS D D E F
Intersection Summary
HCM 2000 Control Delay 64.4HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 0.96Actuated Cycle Length (s) 140.0Sum of lost time (s)20.0Intersection Capacity Utilization 96.4%ICU Level of Service FAnalysis Period (min)15Description: Traffic Count Consultants - 10/22/2014c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4028: 21 Av SW & SW 336 St/SW Campus Dr 8/5/2015
Synchro 8 Report2025 No Action PM SK Page 15
Movement SBR
Lane Configurations
Volume (vph)321
Ideal Flow (vphpl)1900
Lane Width 12
Grade (%)
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF1.00Adj. Flow (vph)321RTOR Reduction (vph)0Lane Group Flow (vph)0Confl. Peds. (#/hr)5Heavy Vehicles (%)1%Bus Blockages (#/hr)0
Turn TypeProtected PhasesPermitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Vehicle Extension (s)
Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
4050: Pacific Hwy S & S 336 St 8/5/2015
Synchro 8 Report2025 No Action PM SK Page 16
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)3093593881425741111429012801162684
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)1%1%3%
Total Lost time (s)4.55.55.54.55.5 5.05.0 5.5
Lane Util. Factor 1.001.001.001.000.95 0.970.91 1.00
Frpb, ped/bikes 1.001.000.981.001.00 1.001.00 1.00
Flpb, ped/bikes 1.001.001.001.001.00 1.001.00 1.00
Frt 1.001.000.851.000.98 1.000.99 1.00
Flt Protected 0.951.001.000.951.00 0.951.00 0.95
Satd. Flow (prot)17351872153717493446 34014944 1796
Flt Permitted 0.151.001.000.211.00 0.951.00 0.95
Satd. Flow (perm)268187215373803446 34014944 1796
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)3093593881425741111429012801162684RTOR Reduction (vph)00131012 0007000Lane Group Flow (vph)30935925714267300304138900110Confl. Peds. (#/hr)6 67 733 333Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%2%2%Bus Blockages (#/hr)604426426060
Turn Type D.P+PNAPermD.P+PNA ProtProtNA ProtProtProtected Phases 74 38 552 11Permitted Phases 8 44Actuated Green, G (s)47.333.733.747.333.8 12.056.7 15.5Effective Green, g (s)47.333.733.747.333.8 12.056.7 15.5Actuated g/C Ratio0.340.240.240.340.24 0.090.41 0.11Clearance Time (s)4.55.55.54.55.5 5.05.0 5.5Vehicle Extension (s)2.02.02.02.02.0 2.02.0 2.0
Lane Grp Cap (vph)232450369261831 2912002 198v/s Ratio Prot c0.130.19 0.050.20 c0.090.28 0.06v/s Ratio Perm c0.32 0.170.13v/c Ratio 1.330.800.700.540.81 1.040.69 0.56Uniform Delay, d1 39.049.948.551.850.1 64.034.5 59.0Progression Factor1.441.071.321.121.09 1.230.91 1.00Incremental Delay, d2174.88.64.41.25.4 64.11.9 1.9Delay (s)231.061.868.359.259.7 143.033.2 61.1Level of Service F EEEE FC EApproach Delay (s)113.7 59.7 52.8Approach LOS F E D
Intersection Summary
HCM 2000 Control Delay 59.0HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 1.06Actuated Cycle Length (s) 140.0Sum of lost time (s)20.5Intersection Capacity Utilization 102.1%ICU Level of Service GAnalysis Period (min)15Description: 9/18/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4050: Pacific Hwy S & S 336 St 8/5/2015
Synchro 8 Report2025 No Action PM SK Page 17
Movement SBTSBR
Lane Configurations
Volume (vph)1890319
Ideal Flow (vphpl)19001900
Grade (%)-3%
Total Lost time (s)5.54.5
Lane Util. Factor 0.911.00
Frpb, ped/bikes 1.000.99
Flpb, ped/bikes 1.001.00
Frt 1.000.85
Flt Protected 1.001.00
Satd. Flow (prot)51341571
Flt Permitted 1.001.00
Satd. Flow (perm)51341571
Peak-hour factor, PHF1.001.00Adj. Flow (vph)1890319RTOR Reduction (vph)048Lane Group Flow (vph)1890271Confl. Peds. (#/hr)3Heavy Vehicles (%)2%2%Bus Blockages (#/hr)42
Turn Type NApm+ovProtected Phases 67Permitted Phases 6Actuated Green, G (s)60.273.7Effective Green, g (s)60.273.7Actuated g/C Ratio0.430.53Clearance Time (s)5.54.5Vehicle Extension (s)2.02.0
Lane Grp Cap (vph)2207827v/s Ratio Prot c0.370.03v/s Ratio Perm 0.14v/c Ratio 0.860.33Uniform Delay, d1 36.019.0Progression Factor1.000.99Incremental Delay, d24.50.1Delay (s)40.518.9Level of Service DBApproach Delay (s)38.5Approach LOSD
Intersection Summary
HCM Signalized Intersection Capacity Analysis
4218: 39 Av SW/Hoyt Rd SW & SW 340 St 8/5/2015
Synchro 8 Report2025 No Action PM SK Page 18
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)49529125384833205237241175163227127
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)2%2%1%1%
Total Lost time (s)4.54.5 4.54.5 4.54.5 5.04.54.5
Lane Util. Factor 1.000.95 1.000.95 1.001.00 1.001.001.00
Frpb, ped/bikes 1.001.00 1.000.99 1.000.99 1.001.001.00
Flpb, ped/bikes 1.001.00 1.001.00 1.001.00 1.001.001.00
Frt 1.000.97 1.000.97 1.000.94 1.001.000.85
Flt Protected 0.951.00 0.951.00 0.951.00 0.951.001.00
Satd. Flow (prot)175233891750342517561744177818341572
Flt Permitted 0.181.00 0.271.00 0.361.00 0.121.001.00
Satd. Flow (perm)3313389 4953425 6701744 23218341572
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)49529125384833205237241175163227127RTOR Reduction (vph)01300130020000101Lane Group Flow (vph)49641038410250237396016322726Confl. Peds. (#/hr)1 14 41 1Heavy Vehicles (%)2%2%2%0%0%0%1%1%1%1%1%1%Bus Blockages (#/hr)005530300053
Turn Type D.P+PNAD.P+PNAD.P+PNAD.P+PNAPermProtected Phases 74 38 52 16Permitted Phases 84626Actuated Green, G (s)77.350.2 77.372.0 44.735.4 44.228.228.2Effective Green, g (s)77.350.2 77.372.0 44.735.4 44.228.228.2Actuated g/C Ratio0.550.36 0.550.51 0.320.25 0.320.200.20Clearance Time (s)4.54.5 4.54.5 4.54.5 5.04.54.5Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.02.02.0
Lane Grp Cap (vph)2361215 5161761 341440 170369316v/s Ratio Prot 0.010.19c0.140.30 0.080.23c0.060.12v/s Ratio Perm 0.11 c0.27 0.14 c0.24 0.02v/c Ratio 0.210.53 0.740.58 0.700.90 0.960.620.08Uniform Delay, d1 16.935.5 20.123.6 38.150.6 59.951.045.4Progression Factor1.001.00 1.430.77 1.001.00 1.181.192.22Incremental Delay, d20.21.6 5.01.4 4.920.3 55.62.10.0Delay (s)17.137.2 33.719.5 43.070.9126.463.0101.0Level of Service BD CB DE FEFApproach Delay (s)35.8 23.3 60.8 92.3Approach LOS D C E F
Intersection Summary
HCM 2000 Control Delay 44.2HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.82Actuated Cycle Length (s) 140.0Sum of lost time (s)18.5Intersection Capacity Utilization 90.9%ICU Level of Service EAnalysis Period (min)15Description: Traffic Count Consultants - 10/23/2014c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4840: 1 Av S & SW Campus Dr/S 348 St 8/5/2015
Synchro 8 Report2025 No Action PM SK Page 19
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)109737174295145215864147256172765349
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)4%-1%7%-3%
Total Lost time (s)4.54.5 5.05.05.05.04.5 5.05.04.5
Lane Util. Factor 0.970.95 0.970.951.001.000.95 1.000.951.00
Frpb, ped/bikes 1.001.00 1.001.000.991.000.99 1.001.000.99
Flpb, ped/bikes 1.001.00 1.001.001.001.001.00 1.001.001.00
Frt 1.000.97 1.001.000.851.000.90 1.001.000.85
Flt Protected 0.951.00 0.951.001.000.951.00 0.951.001.00
Satd. Flow (prot)3384338934433578157817113076179936131593
Flt Permitted 0.951.00 0.951.001.000.951.00 0.951.001.00
Satd. Flow (perm)3384338934433578157817113076179936131593
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)109737174295145215864147256172765349RTOR Reduction (vph)01400046022300062Lane Group Flow (vph)10989702951452112641800172765287Confl. Peds. (#/hr)1 13 31 1Heavy Vehicles (%)1%1%1%2%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)222122222222
Turn Type ProtNA ProtNApm+ovProtNA ProtNApm+ovProtected Phases 74 38152167Permitted Phases 8 6Actuated Green, G (s)10.562.0 18.069.593.77.516.8 24.233.043.5Effective Green, g (s)10.562.0 18.069.593.77.516.8 24.233.043.5Actuated g/C Ratio0.080.44 0.130.500.670.050.12 0.170.240.31Clearance Time (s)4.54.5 5.05.05.05.04.5 5.05.04.5Vehicle Extension (s)2.02.0 2.02.02.02.02.0 2.02.02.0
Lane Grp Cap (vph)2531500 4421776111291369 310851494v/s Ratio Prot 0.030.26c0.09c0.410.02c0.040.06 0.10c0.210.04v/s Ratio Perm 0.05 0.14v/c Ratio 0.430.60 0.670.820.100.700.49 0.550.900.58Uniform Delay, d1 61.929.6 58.129.98.265.257.6 53.051.940.6Progression Factor0.851.04 1.271.673.960.791.31 1.081.091.17Incremental Delay, d20.41.7 2.53.70.08.10.2 1.211.81.1Delay (s)53.332.4 76.153.532.559.675.4 58.768.648.6Level of Service DC EDCEE EEDApproach Delay (s)34.7 55.3 73.2 61.9Approach LOS C E E E
Intersection Summary
HCM 2000 Control Delay 54.4HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.83Actuated Cycle Length (s) 140.0Sum of lost time (s)19.5Intersection Capacity Utilization 85.9%ICU Level of Service EAnalysis Period (min)15Description: Traffic Count Consultant - 10/22/2014c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4848: Pacific Hwy S & S 348 St 8/5/2015
Synchro 8 Report2025 No Action PM SK Page 20
Movement EBUEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBT
Lane Configurations
Volume (vph)4712814563107691450602665465791431046
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)4%1%2%-3%
Total Lost time (s)4.55.0 5.05.0 5.05.05.05.55.5
Lane Util. Factor 1.000.91 0.970.91 0.970.860.860.970.91
Frpb, ped/bikes 1.001.00 1.001.00 1.000.990.991.001.00
Flpb, ped/bikes 1.001.00 1.001.00 1.001.001.001.001.00
Frt 1.000.97 1.000.99 1.000.950.851.000.97
Flt Protected 0.951.00 0.951.00 0.951.001.000.951.00
Satd. Flow (prot)173748863369496832884347129634854957
Flt Permitted 0.951.00 0.951.00 0.951.001.000.951.00
Satd. Flow (perm)173748863369496832884347129634854957
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)4712814563107691450602665465791431046RTOR Reduction (vph)0023 003006830038Lane Group Flow (vph)017517430769150702667682591431314Confl. Peds. (#/hr)55 5 3 32Heavy Vehicles (%)1%1%1%1%3%3%3%5%5%5%2%2%Bus Blockages (#/hr)220222222002
Turn Type ProtProtNA ProtNA ProtNApm+ovProtNAProtected Phases 774 38 52316Permitted Phases 2Actuated Green, G (s)17.544.3 21.048.3 12.845.466.48.841.4Effective Green, g (s)17.544.3 21.048.3 12.845.466.48.841.4Actuated g/C Ratio 0.120.32 0.150.34 0.090.320.470.060.30Clearance Time (s)4.55.0 5.05.0 5.05.05.05.55.5Vehicle Extension (s)2.02.0 2.02.0 2.02.02.02.02.0
Lane Grp Cap (vph)2171546 5051713 30014096142191465v/s Ratio Prot 0.10c0.36c0.230.30c0.080.180.060.04c0.27v/s Ratio Perm 0.14v/c Ratio 0.811.13 1.520.88 0.890.540.420.650.90Uniform Delay, d1 59.647.9 59.543.1 62.938.824.264.147.3Progression Factor 1.010.91 0.610.87 1.161.341.990.941.09Incremental Delay, d2 17.565.8238.82.5 21.10.20.15.27.3Delay (s)77.5109.4275.239.9 94.352.348.465.358.9Level of Service EF FD FDDEEApproach Delay (s)106.5 119.3 59.5 59.5Approach LOS F F E E
Intersection Summary
HCM 2000 Control Delay 91.5HCM 2000 Level of Service FHCM 2000 Volume to Capacity ratio 1.09Actuated Cycle Length (s) 140.0Sum of lost time (s)20.5Intersection Capacity Utilization 110.7%ICU Level of Service HAnalysis Period (min)15Description: 9/11/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4848: Pacific Hwy S & S 348 St 8/5/2015
Synchro 8 Report2025 No Action PM SK Page 21
Movement SBR
Lane Configurations
Volume (vph)306
Ideal Flow (vphpl)1900
Grade (%)
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF1.00Adj. Flow (vph)306RTOR Reduction (vph)0Lane Group Flow (vph)0Confl. Peds. (#/hr)2Heavy Vehicles (%)2%Bus Blockages (#/hr)2
Turn TypeProtected PhasesPermitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Vehicle Extension (s)
Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
4850: Enchanted Pkwy S/16 Av S & S 348 St/SR 18 8/5/2015
Synchro 8 Report2025 No Action PM SK Page 22
Movement EBUEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBL
Lane Configurations
Volume (vph)411115843979481689427162388739487435
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)2%-4%2%
Total Lost time (s)4.54.54.55.05.05.0 5.05.05.05.0
Lane Util. Factor 1.000.911.000.940.911.00 0.970.910.910.97
Frpb, ped/bikes 1.001.000.981.001.000.98 1.001.001.001.00
Flpb, ped/bikes 1.001.001.001.001.001.00 1.001.001.001.00
Frt 1.001.000.851.001.000.85 1.000.980.851.00
Flt Protected 0.951.001.000.951.001.00 0.951.001.000.95
Satd. Flow (prot)1688489114855027512315563419330114413502
Flt Permitted 0.951.001.000.951.001.00 0.951.001.000.95
Satd. Flow (perm)1688489114855027512315563419330114413502
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)411115843979481689427162388739487435RTOR Reduction (vph)0009400192009550Lane Group Flow (vph)0115158430394816892350550847315435Confl. Peds. (#/hr)44 45 511 114Heavy Vehicles (%)5%5%5%5%3%3%3%1%1%1%1%1%Bus Blockages (#/hr)220222222200
Turn Type ProtProtNAPermProtNAPermProtProtNApt+ovProtProtected Phases 774 38 5522 31Permitted Phases 4 8Actuated Green, G (s)10.542.842.818.050.350.3 17.039.857.819.9Effective Green, g (s)10.542.842.818.050.350.3 17.039.857.819.9Actuated g/C Ratio 0.080.310.310.130.360.36 0.120.280.410.14Clearance Time (s)4.54.54.55.05.05.0 5.05.0 5.0Vehicle Extension (s)2.02.02.02.02.02.0 2.02.0 2.0
Lane Grp Cap (vph)12614954536461840559 415938594497v/s Ratio Prot 0.07c0.32c0.190.33 c0.16c0.260.22c0.12v/s Ratio Perm 0.20 0.15v/c Ratio 0.911.060.671.470.920.42 1.330.900.530.88Uniform Delay, d1 64.348.642.461.042.933.9 61.548.230.958.8Progression Factor 0.640.500.291.020.981.07 0.861.031.541.10Incremental Delay, d2 27.133.12.9213.94.01.0161.811.30.415.2Delay (s)68.057.615.1275.945.937.1214.760.848.179.9Level of Service EEBFDD FEDEApproach Delay (s)50.1 115.9 105.8Approach LOS D F F
Intersection Summary
HCM 2000 Control Delay 87.6HCM 2000 Level of Service FHCM 2000 Volume to Capacity ratio 1.08Actuated Cycle Length (s) 140.0Sum of lost time (s)20.0Intersection Capacity Utilization 106.5%ICU Level of Service GAnalysis Period (min)15Description: 9/09/2014 - Traffic Count Consultant c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4850: Enchanted Pkwy S/16 Av S & S 348 St/SR 18 8/5/2015
Synchro 8 Report2025 No Action PM SK Page 23
Movement SBTSBR
Lane Configurations
Volume (vph)817132
Ideal Flow (vphpl)19001900
Grade (%)-2%
Total Lost time (s)5.5
Lane Util. Factor 0.91
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.98
Flt Protected 1.00
Satd. Flow (prot)5048
Flt Permitted 1.00
Satd. Flow (perm)5048
Peak-hour factor, PHF1.001.00Adj. Flow (vph)817132RTOR Reduction (vph)160Lane Group Flow (vph)9330Confl. Peds. (#/hr)14Heavy Vehicles (%)1%1%Bus Blockages (#/hr)22
Turn Type NAProtected Phases 6Permitted PhasesActuated Green, G (s)42.2Effective Green, g (s)42.2Actuated g/C Ratio0.30Clearance Time (s)5.5Vehicle Extension (s)2.0
Lane Grp Cap (vph)1521v/s Ratio Prot 0.18v/s Ratio Permv/c Ratio 0.61Uniform Delay, d1 41.9Progression Factor1.16Incremental Delay, d20.5Delay (s)49.0Level of Service DApproach Delay (s)58.7Approach LOSE
Intersection Summary
HCM Signalized Intersection Capacity Analysis
5228: 21 Av SW & SW 356 St 8/5/2015
Synchro 8 Report2025 No Action PM SK Page 24
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)54440232261210231614713310111399
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)0%-1%0%1%
Total Lost time (s)4.54.5 4.54.5 4.04.0 4.54.5
Lane Util. Factor 0.971.00 1.000.95 1.001.00 1.001.00
Frpb, ped/bikes 1.001.00 1.001.00 1.001.00 1.000.97
Flpb, ped/bikes 1.001.00 1.001.00 1.001.00 1.001.00
Frt 1.001.00 1.000.98 1.000.97 1.000.85
Flt Protected 0.951.00 0.951.00 0.951.00 0.961.00
Satd. Flow (prot)346018641796347417661805 18051526
Flt Permitted 0.951.00 0.951.00 0.951.00 0.961.00
Satd. Flow (perm)346018641796347417661805 18051526
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)54440232261210231614713310111399RTOR Reduction (vph)000010007000268Lane Group Flow (vph)544405022614310615300421131Confl. Peds. (#/hr)3 34 43 38 8Confl. Bikes (#/hr)3 1Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)120031312203
Turn Type ProtNA ProtNA SplitNA SplitNAPermProtected Phases 74 38 22 11Permitted Phases 1Actuated Green, G (s)18.560.419.961.812.712.729.529.5Effective Green, g (s)18.560.4 19.961.8 12.712.7 29.529.5Actuated g/C Ratio0.130.43 0.140.44 0.090.09 0.210.21Clearance Time (s)4.54.5 4.54.5 4.04.0 4.54.5Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)457804 2551533 160163 380321v/s Ratio Prot c0.160.22 0.13c0.41c0.030.03 c0.23v/s Ratio Perm 0.09v/c Ratio1.190.500.890.930.380.321.110.41Uniform Delay, d1 60.828.9 58.937.1 59.959.6 55.247.7Progression Factor1.001.00 1.100.96 1.001.00 1.152.39Incremental Delay, d2105.62.2 27.311.6 0.60.4 78.30.3Delay (s)166.431.2 91.947.1 60.560.0 141.8114.4Level of Service FC FD EE FFApproach Delay (s)108.7 53.2 60.3 128.5Approach LOS F D E F
Intersection Summary
HCM 2000 Control Delay 85.6HCM 2000 Level of Service FHCM 2000 Volume to Capacity ratio 0.96Actuated Cycle Length (s) 140.0Sum of lost time (s)17.5Intersection Capacity Utilization 97.3%ICU Level of Service FAnalysis Period (min)15Description: Traffic Count Consultants - 10/29/2014c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
5240: 1 Av S & SW 356 St/S 356 St 8/5/2015
Synchro 8 Report2025 No Action PM SK Page 25
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)3014903371111610233575234978779
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-4%5%3%1%
Total Lost time (s)5.55.55.54.54.5 5.04.54.55.04.54.5
Lane Util. Factor 1.001.001.001.000.95 1.001.001.001.001.001.00
Frpb, ped/bikes 1.001.000.971.001.00 1.001.001.001.001.001.00
Flpb, ped/bikes 1.001.001.001.001.00 1.001.001.001.001.001.00
Frt 1.001.000.851.000.99 1.001.000.851.001.000.85
Flt Protected 0.951.001.000.951.00 0.951.001.000.951.001.00
Satd. Flow (prot)18081919157917423421169617851530176118531563
Flt Permitted 0.071.001.000.321.00 0.711.001.000.721.001.00
Satd. Flow (perm)142191915795793421126117851530133418531563
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)3014903371111610233575234978779RTOR Reduction (vph)0018 040004300208Lane Group Flow (vph)3014901571121403357934978571Confl. Peds. (#/hr)3 3Confl. Bikes (#/hr)3 1Heavy Vehicles (%)1%1%1%1%1%1%4%4%4%2%2%2%Bus Blockages (#/hr)200022220002
Turn Type D.P+PNAPermD.P+PNAD.P+PNAPermD.P+PNAPermProtected Phases 16 52 74 38Permitted Phases 2 66 8 44 8Actuated Green, G (s)71.064.964.971.053.5 49.523.523.549.546.546.5Effective Green, g (s)71.064.964.971.053.5 49.523.523.549.546.546.5Actuated g/C Ratio0.510.460.460.510.38 0.350.170.170.350.330.33Clearance Time (s)5.55.55.54.54.5 5.04.54.55.04.54.5Vehicle Extension (s)2.02.02.02.02.0 2.02.02.02.02.02.0
Lane Grp Cap (vph)2808897313441307 455299256550615519v/s Ratio Prot c0.130.26 0.010.35 0.000.03 0.120.04v/s Ratio Perm c0.41 0.010.10 0.02 0.01c0.11c0.37v/c Ratio 1.070.550.020.210.93 0.070.190.030.630.131.10Uniform Delay, d1 45.127.120.319.741.4 30.050.148.836.532.646.8Progression Factor1.240.861.000.921.16 1.001.001.001.531.321.78Incremental Delay, d275.02.40.10.18.6 0.00.10.01.10.061.7Delay (s)130.925.820.418.256.6 30.150.248.857.143.1144.9Level of Service FCCBE CDDEDFApproach Delay (s)64.054.545.0112.9Approach LOS E D D F
Intersection Summary
HCM 2000 Control Delay 76.7HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 1.09Actuated Cycle Length (s) 140.0Sum of lost time (s)19.5Intersection Capacity Utilization 97.7%ICU Level of Service FAnalysis Period (min)15Description: Traffic Count Consultants - 10/16/2014c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
5246: Pacific Hwy S & S 356 St 8/5/2015
Synchro 8 Report2025 No Action PM SK Page 26
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)24457031627254548217598363399
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-1%-3%2%
Total Lost time (s)7.05.05.06.05.0 4.54.5 5.5
Lane Util. Factor 0.971.001.001.000.95 0.970.91 1.00
Frpb, ped/bikes 1.001.001.001.001.00 1.001.00 1.00
Flpb, ped/bikes 1.001.001.001.001.00 1.001.00 1.00
Frt 1.001.000.851.000.99 1.000.99 1.00
Flt Protected 0.951.001.000.951.00 0.951.00 0.95
Satd. Flow (prot)34701891159417643510 32404743 1753
Flt Permitted 0.951.001.000.101.00 0.951.00 0.17
Satd. Flow (perm)3470189115941773510 32404743 310
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)24457031627254548217598363399RTOR Reduction (vph)00112 060005000Lane Group Flow (vph)24457020427258700177104100102Confl. Peds. (#/hr)1 1 10Heavy Vehicles (%)1%1%1%3%3%3%7%7%7%7%2%4%Bus Blockages (#/hr)202202202000
Turn Type ProtNAPermD.P+PNA ProtProtNAcustomD.P+PProtected Phases 74 38 552 1Permitted Phases 44 12Actuated Green, G (s)27.042.042.057.029.0 9.552.7 61.0Effective Green, g (s)27.042.042.057.029.0 10.553.7 61.0Actuated g/C Ratio0.190.300.300.410.21 0.080.38 0.44Clearance Time (s)7.05.05.06.05.0 5.55.5 5.5Vehicle Extension (s)2.02.02.02.02.0 2.02.0 2.0
Lane Grp Cap (vph)669567478242727 2431819 220v/s Ratio Prot 0.070.30c0.120.17 c0.050.22 0.03v/s Ratio Perm 0.13c0.34 0.17v/c Ratio 0.361.010.431.120.81 0.730.57 0.46Uniform Delay, d1 49.149.039.359.152.8 63.434.1 25.3Progression Factor0.951.081.150.701.30 1.001.00 0.85Incremental Delay, d20.137.50.295.06.2 8.91.3 0.5Delay (s)46.890.445.6136.474.9 72.235.4 21.8Level of Service DFDFE ED CApproach Delay (s)68.5 94.3 40.7Approach LOS E F D
Intersection Summary
HCM 2000 Control Delay 67.8HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 1.07Actuated Cycle Length (s) 140.0Sum of lost time (s)22.0Intersection Capacity Utilization 106.2%ICU Level of Service GAnalysis Period (min)15Description: 9/10/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
5246: Pacific Hwy S & S 356 St 8/5/2015
Synchro 8 Report2025 No Action PM SK Page 27
Movement SBTSBR
Lane Configurations
Volume (vph)1385531
Ideal Flow (vphpl)19001900
Grade (%)-2%
Total Lost time (s)5.5
Lane Util. Factor 0.91
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.96
Flt Protected 1.00
Satd. Flow (prot)4815
Flt Permitted 1.00
Satd. Flow (perm)4815
Peak-hour factor, PHF1.001.00Adj. Flow (vph)1385531RTOR Reduction (vph)490Lane Group Flow (vph)18670Confl. Peds. (#/hr)Heavy Vehicles (%)4%4%Bus Blockages (#/hr)20
Turn Type NAProtected Phases 6Permitted PhasesActuated Green, G (s)51.5Effective Green, g (s)51.5Actuated g/C Ratio0.37Clearance Time (s)5.5Vehicle Extension (s)2.0
Lane Grp Cap (vph)1771v/s Ratio Prot c0.39v/s Ratio Permv/c Ratio 1.05Uniform Delay, d1 44.2Progression Factor0.90Incremental Delay, d235.7Delay (s)75.3Level of Service EApproach Delay (s)72.6Approach LOSE
Intersection Summary
HCM Signalized Intersection Capacity Analysis
5251: Enchanted Pkwy S & S 356 St 8/5/2015
Synchro 8 Report2025 No Action PM SK Page 28
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)216135224082106131242641413375
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)1%0%-1%1%
Total Lost time (s)3.53.52.02.0 3.04.0 5.03.0
Lane Util. Factor 1.001.001.001.00 0.970.95 1.000.95
Frpb, ped/bikes 1.000.991.001.00 1.001.00 1.001.00
Flpb, ped/bikes 1.001.001.001.00 1.001.00 1.001.00
Frt 1.000.851.000.98 1.000.99 1.001.00
Flt Protected 0.951.000.951.00 0.951.00 0.951.00
Satd. Flow (prot)17661540175018473484354417783540
Flt Permitted 0.601.000.401.00 0.951.00 0.951.00
Satd. Flow (perm)1105154073818473484354417783540
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)216135224082106131242641413375RTOR Reduction (vph)00399 030020000Lane Group Flow (vph)022912340890613130401413420Confl. Peds. (#/hr)2 24 48 86 6Heavy Vehicles (%)2%2%2%2%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)202202020020
Turn Type PermNAPermPermNA ProtNA ProtNAProtected Phases 4 8 52 16Permitted Phases 4 48Actuated Green, G (s)32.132.132.632.6 22.080.9 2.761.6Effective Green, g (s)33.133.134.634.6 24.081.9 2.763.6Actuated g/C Ratio 0.240.240.250.25 0.170.59 0.020.45Clearance Time (s)4.54.54.04.0 5.05.0 5.05.0Vehicle Extension (s)2.02.02.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)261364182456 5972073 341608v/s Ratio Prot 0.05c0.180.37 0.01c0.38v/s Ratio Perm c0.210.080.05v/c Ratio 0.880.340.220.20 1.030.63 0.410.83Uniform Delay, d1 51.544.442.041.7 58.019.1 67.933.6Progression Factor 0.620.931.001.00 1.201.32 1.061.16Incremental Delay, d2 25.30.20.20.1 42.41.4 2.54.5Delay (s)57.541.442.241.8112.326.6 74.443.4Level of Service EDDD FC EDApproach Delay (s)46.3 41.9 53.9 43.7Approach LOS DDDD
Intersection Summary
HCM 2000 Control Delay 48.8HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.87Actuated Cycle Length (s) 140.0Sum of lost time (s)18.0Intersection Capacity Utilization 87.1%ICU Level of Service EAnalysis Period (min)15Description: 9/10/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
2550: Pacific Hwy S & S 312 St 7/29/2015
Synchro 8 Report2025 No Action PM SK Page 1
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)260457166158606133292518887276134
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Width 121112121112121212121212
Grade (%)1%0%0%
Total Lost time (s)5.56.0 5.56.5 5.05.0 5.0
Lane Util. Factor1.000.951.000.950.970.911.00
Frpb, ped/bikes 1.000.99 1.000.99 1.000.99 1.00
Flpb, ped/bikes 1.001.00 1.001.00 1.001.00 1.00
Frt 1.000.96 1.000.97 1.000.99 1.00
Flt Protected 0.951.00 0.951.00 0.951.00 0.95
Satd. Flow (prot)1735326417553308 34395000 1773
Flt Permitted 0.141.00 0.221.00 0.951.00 0.95
Satd. Flow (perm)2473264 4153308 34395000 1773
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)260457166158606133292518887276134RTOR Reduction (vph)0280013 0006000Lane Group Flow (vph)26059501587260028095400210Confl. Peds. (#/hr)141429294242422929Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)624446446262
Turn Type D.P+PNAD.P+PNA ProtProtNA ProtProtProtected Phases 74 38 552 11Permitted Phases 8 4Actuated Green, G (s)54.937.9 55.436.2 14.044.9 20.2Effective Green, g (s)52.936.9 53.435.2 14.044.9 20.2Actuated g/C Ratio0.380.26 0.380.25 0.100.32 0.14Clearance Time (s)4.55.0 4.55.5 5.05.0 5.0Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.0
Lane Grp Cap (vph)281860 316831 3431603 255v/s Ratio Prot c0.120.18 0.060.22 c0.080.19 0.12v/s Ratio Perm c0.23 0.13v/c Ratio 0.930.69 0.500.87 0.820.60 0.82Uniform Delay, d1 36.146.4 46.050.3 61.739.9 58.2Progression Factor1.061.09 1.231.17 0.610.39 1.25Incremental Delay, d233.71.9 0.59.7 11.91.4 17.7Delay (s)71.952.7 57.268.6 49.617.2 90.4Level of Service ED EE DB FApproach Delay (s)58.4 66.6 24.5Approach LOS E E C
Intersection Summary
HCM 2000 Control Delay 51.4HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.86Actuated Cycle Length (s) 140.0Sum of lost time (s)22.0Intersection Capacity Utilization 96.8%ICU Level of Service FAnalysis Period (min)15Description: 9/25/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
2550: Pacific Hwy S & S 312 St 7/29/2015
Synchro 8 Report2025 No Action PM SK Page 2
Movement SBTSBR
Lane Configurations
Volume (vph)1493466
Ideal Flow (vphpl)19001900
Lane Width 1212
Grade (%)0%
Total Lost time (s)5.06.0
Lane Util. Factor0.911.00
Frpb, ped/bikes 1.000.94
Flpb, ped/bikes 1.001.00
Frt 1.000.85
Flt Protected 1.001.00
Satd. Flow (prot)51081476
Flt Permitted 1.001.00
Satd. Flow (perm)51081476
Peak-hour factor, PHF1.001.00Adj. Flow (vph)1493466RTOR Reduction (vph)0212Lane Group Flow (vph)1493254Confl. Peds. (#/hr)29Heavy Vehicles (%)1%1%Bus Blockages (#/hr)44
Turn Type NAPermProtected Phases 6Permitted Phases 6Actuated Green, G (s)51.151.1Effective Green, g (s)51.150.1Actuated g/C Ratio0.370.36Clearance Time (s)5.05.0Vehicle Extension (s)2.02.0
Lane Grp Cap (vph)1864528v/s Ratio Protc0.29v/s Ratio Perm 0.17v/c Ratio 0.800.48Uniform Delay, d1 39.934.9Progression Factor1.141.93Incremental Delay, d23.63.0Delay (s)49.070.5Level of Service DEApproach Delay (s)57.6Approach LOS E
Intersection Summary
HCM Signalized Intersection Capacity Analysis
2750: Pacific Hwy S & S 316 St 7/29/2015
Synchro 8 Report2025 No Action PM SK Page 3
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)715898173781167920111511134688
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Width 121112121112121212121212
Grade (%)-2%0%2%
Total Lost time (s)5.06.0 5.56.5 4.54.5 5.0
Lane Util. Factor1.001.001.001.001.000.911.00
Frpb, ped/bikes 1.000.97 1.000.98 1.000.99 1.00
Flpb, ped/bikes 0.991.00 0.991.00 1.001.00 1.00
Frt 1.000.91 1.000.91 1.000.99 1.00
Flt Protected 0.951.00 0.951.00 0.951.00 0.95
Satd. Flow (prot)1748157316961579 17694937 1737
Flt Permitted 0.391.00 0.521.00 0.951.00 0.95
Satd. Flow (perm)7251573 9371579 17694937 1737
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)715898173781167920111511134688RTOR Reduction (vph)0460043 0007000Lane Group Flow (vph)71110017315100280125700134Confl. Peds. (#/hr)252514141919192525Heavy Vehicles (%)1%1%1%4%4%4%1%1%1%1%2%2%Bus Blockages (#/hr)674406406767
Turn Type D.P+PNAD.P+PNA ProtProtNA ProtProtProtected Phases 74 38 552 11Permitted Phases 8 4Actuated Green, G (s)31.625.5 31.621.8 24.570.4 19.0Effective Green, g (s)29.624.5 29.620.8 24.570.4 19.0Actuated g/C Ratio0.210.18 0.210.15 0.180.50 0.14Clearance Time (s)4.05.0 4.55.5 4.54.5 5.0Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.0
Lane Grp Cap (vph)217275 225234 3092482 235v/s Ratio Prot c0.020.07c0.030.10 c0.160.25 0.08v/s Ratio Perm 0.05 c0.13v/c Ratio 0.330.40 0.770.64 0.910.51 0.57Uniform Delay, d1 53.251.2 55.756.1 56.623.2 56.7Progression Factor1.001.00 0.670.72 0.751.50 0.71Incremental Delay, d20.30.3 13.14.4 20.30.5 1.4Delay (s)53.551.6 50.244.9 62.535.2 41.4Level of Service DD DD ED DApproach Delay (s)52.2 47.4 40.1Approach LOS D D D
Intersection Summary
HCM 2000 Control Delay 31.0HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.79Actuated Cycle Length (s) 140.0Sum of lost time (s)21.0Intersection Capacity Utilization 97.4%ICU Level of Service FAnalysis Period (min)15Description: 9/24/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
2750: Pacific Hwy S & S 316 St 7/29/2015
Synchro 8 Report2025 No Action PM SK Page 4
Movement SBTSBR
Lane Configurations
Volume (vph)172954
Ideal Flow (vphpl)19001900
Lane Width 1212
Grade (%)-2%
Total Lost time (s)5.0
Lane Util. Factor0.91
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 1.00
Flt Protected 1.00
Satd. Flow (prot)5069
Flt Permitted 1.00
Satd. Flow (perm)5069
Peak-hour factor, PHF1.001.00Adj. Flow (vph)172954RTOR Reduction (vph)20Lane Group Flow (vph)17810Confl. Peds. (#/hr)25Heavy Vehicles (%)2%2%Bus Blockages (#/hr)40
Turn Type NAProtected Phases 6Permitted PhasesActuated Green, G (s)64.9Effective Green, g (s)64.9Actuated g/C Ratio0.46Clearance Time (s)5.0Vehicle Extension (s)2.0
Lane Grp Cap (vph)2349v/s Ratio Protc0.35v/s Ratio Permv/c Ratio0.76Uniform Delay, d1 31.1Progression Factor0.47Incremental Delay, d21.6Delay (s)16.2Level of Service BApproach Delay (s)17.9Approach LOS B
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3050: Pacific Hwy S & S 320 St 8/5/2015
Synchro 8 Report2025 No Action PM SK Page 1
Movement EBUEBLEBTEBRWBUWBLWBTWBRNBUNBLNBTNBR
Lane Configurations
Volume (vph)834051035635483159221129245829314
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-6%0%2%
Total Lost time (s)5.55.5 5.05.55.5 5.05.0
Lane Util. Factor 0.970.91 0.970.911.00 0.970.91
Frpb, ped/bikes 1.001.00 1.001.000.97 1.000.99
Flpb, ped/bikes 1.001.00 1.001.001.00 1.001.00
Frt 1.000.99 1.001.000.85 1.000.96
Flt Protected 0.951.00 0.951.001.00 0.951.00
Satd. Flow (prot)35715201 34675081155533774825
Flt Permitted 0.951.00 0.951.001.00 0.951.00
Satd. Flow (perm)35715201 34675081155533774825
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)834051035635483159221129245829314RTOR Reduction (vph)00500009200490Lane Group Flow (vph)04881093004881592119027410940Confl. Peds. (#/hr)3535 351515 152424 24Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)804040800804
Turn Type ProtProtNA ProtProtNAPermProtProtNAProtected Phases 116 552 338Permitted Phases 2Actuated Green, G (s)19.543.5 22.045.545.5 13.539.0Effective Green, g (s)19.543.5 22.045.545.5 13.539.0Actuated g/C Ratio 0.140.31 0.160.320.32 0.100.28Clearance Time (s)5.55.5 5.05.55.5 5.05.0Vehicle Extension (s)2.02.0 2.02.02.0 2.02.0
Lane Grp Cap (vph)4971616 5441651505 3251344v/s Ratio Prot c0.140.21 0.14c0.31 0.08c0.23v/s Ratio Perm 0.08v/c Ratio 0.980.68 0.900.960.24 0.840.81Uniform Delay, d1 60.142.1 57.946.534.5 62.247.1Progression Factor 0.830.76 1.251.402.47 0.751.18Incremental Delay, d2 34.22.2 12.211.50.7 12.53.9Delay (s)83.934.0 84.676.786.0 59.459.5Level of Service FC FEF EEApproach Delay (s)49.3 79.2 59.5Approach LOS D E E
Intersection Summary
HCM 2000 Control Delay 61.7HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 0.94Actuated Cycle Length (s) 140.0Sum of lost time (s)21.0Intersection Capacity Utilization 107.0%ICU Level of Service GAnalysis Period (min)15Description: 9/24/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3050: Pacific Hwy S & S 320 St 8/5/2015
Synchro 8 Report2025 No Action PM SK Page 2
Movement SBUSBLSBTSBR
Lane Configurations
Volume (vph)193241312355
Ideal Flow (vphpl)1900190019001900
Grade (%)-2%
Total Lost time (s)5.05.05.0
Lane Util. Factor 0.970.911.00
Frpb, ped/bikes1.001.000.96
Flpb, ped/bikes 1.001.001.00
Frt 1.001.000.85
Flt Protected 0.951.001.00
Satd. Flow (prot)344051361493
Flt Permitted 0.951.001.00
Satd. Flow (perm)344051361493
Peak-hour factor, PHF1.001.001.001.00Adj. Flow (vph)193241312355RTOR Reduction (vph)000100Lane Group Flow (vph)03431312256Confl. Peds. (#/hr)1919 19Heavy Vehicles (%)2%2%2%2%Bus Blockages (#/hr)0408
Turn Type ProtProtNAPermProtected Phases 774Permitted Phases 4Actuated Green, G (s)15.040.540.5Effective Green, g (s)15.040.540.5Actuated g/C Ratio 0.110.290.29Clearance Time (s)5.05.05.0Vehicle Extension (s)2.02.02.0
Lane Grp Cap (vph)3681485431v/s Ratio Prot 0.10c0.26v/s Ratio Perm 0.17v/c Ratio 0.930.880.59Uniform Delay, d1 62.047.542.7Progression Factor 0.910.891.00Incremental Delay, d2 22.55.54.0Delay (s)79.047.946.7Level of Service EDDApproach Delay (s)53.0Approach LOS D
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3052: 20 Av S & S 320 St 7/29/2015
Synchro 8 Report2025 No Action PM SK Page 7
Movement EBUEBLEBTEBRWBUWBLWBTWBRNBLNBTNBRSBL
Lane Configurations
Volume (vph)830211831282210517791061248463201
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Width 111111121111111211111211
Grade (%)-3%2%-1%
Total Lost time (s)5.05.0 4.54.5 4.55.0 5.0
Lane Util. Factor 0.970.91 0.970.91 1.001.00 1.00
Frpb, ped/bikes 1.001.00 1.001.00 1.000.99 1.00
Flpb, ped/bikes 1.001.00 1.001.00 1.001.00 0.99
Frt 1.000.99 1.000.99 1.000.94 1.00
Flt Protected 0.951.00 0.951.00 0.951.00 0.95
Satd. Flow (prot)34024927 33184835170816971715
Flt Permitted 0.951.00 0.951.00 0.151.00 0.51
Satd. Flow (perm)34024927 33184835 2731697 923
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)830211831282210517791061248463201RTOR Reduction (vph)0080004002100Lane Group Flow (vph)0310130300127188101241260201Confl. Peds. (#/hr)7771818184412Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)404040404044
Turn Type ProtProtNA ProtProtNAD.P+PNAD.P+PProtected Phases 552 116 74 3Permitted Phases 84Actuated Green, G (s)15.275.610.570.935.423.935.4Effective Green, g (s)15.275.6 10.570.9 34.423.4 34.4Actuated g/C Ratio 0.110.54 0.080.51 0.250.17 0.25Clearance Time (s)5.05.0 4.54.5 4.04.5 4.5Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.0
Lane Grp Cap (vph)3692660 2482448 150283 289v/s Ratio Prot c0.090.26 0.04c0.39 0.050.07 0.05v/s Ratio Perm 0.15c0.12v/c Ratio0.840.490.510.770.830.450.70Uniform Delay, d1 61.220.1 62.327.9 61.852.5 46.4Progression Factor 1.011.31 0.700.40 1.001.00 1.06Incremental Delay, d2 11.00.5 0.51.8 28.40.4 5.8Delay (s)72.726.8 43.913.0 90.252.9 54.9Level of Service EC DB FD DApproach Delay (s)35.6 14.9 69.9Approach LOS D B E
Intersection Summary
HCM 2000 Control Delay 32.7HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.81Actuated Cycle Length (s) 140.0Sum of lost time (s)19.5Intersection Capacity Utilization 92.1%ICU Level of Service FAnalysis Period (min)15Description: 9/24/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3052: 20 Av S & S 320 St 7/29/2015
Synchro 8 Report2025 No Action PM SK Page 8
Movement SBTSBR
Lane Configurations
Volume (vph)82279
Ideal Flow (vphpl)19001900
Lane Width 1112
Grade (%)-3%
Total Lost time (s)5.5
Lane Util. Factor1.00
Frpb, ped/bikes 0.98
Flpb, ped/bikes 1.00
Frt 0.88
Flt Protected 1.00
Satd. Flow (prot)1596
Flt Permitted 1.00
Satd. Flow (perm)1596
Peak-hour factor, PHF1.001.00Adj. Flow (vph)82279RTOR Reduction (vph)930Lane Group Flow (vph)2680Confl. Peds. (#/hr)12Heavy Vehicles (%)1%1%Bus Blockages (#/hr)04
Turn Type NAProtected Phases 8Permitted PhasesActuated Green, G (s)26.8Effective Green, g (s)26.3Actuated g/C Ratio0.19Clearance Time (s)5.0Vehicle Extension (s)2.0
Lane Grp Cap (vph)299v/s Ratio Protc0.17v/s Ratio Permv/c Ratio0.90Uniform Delay, d1 55.5Progression Factor0.94Incremental Delay, d226.7Delay (s)79.0Level of Service EApproach Delay (s)70.4Approach LOS E
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3055: 23 Av S & S 320 St 7/29/2015
Synchro 8 Report2025 No Action PM SK Page 9
Movement EBUEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBT
Lane Configurations
Volume (vph)7228119954673160431073209365566380
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)5%-5%1%0%
Total Lost time (s)4.54.5 5.55.5 5.06.05.55.06.0
Lane Util. Factor 0.970.91 0.970.91 1.001.001.000.971.00
Frpb, ped/bikes 1.001.00 1.001.00 1.001.000.981.001.00
Flpb, ped/bikes 1.001.00 1.001.00 1.001.001.001.001.00
Frt 1.000.99 1.000.98 1.001.000.851.000.96
Flt Protected 0.951.00 0.951.00 0.951.001.000.951.00
Satd. Flow (prot)324048753483508517331735151433591686
Flt Permitted 0.951.00 0.951.00 0.951.001.000.951.00
Satd. Flow (perm)324048753483508517331735151433591686
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)7228119954673160431073209365566380RTOR Reduction (vph)004001900058011Lane Group Flow (vph)0235124906731895073209307566525Confl. Peds. (#/hr)2525 2510 1017 174Heavy Vehicles (%)2%2%2%2%1%1%1%2%2%2%3%3%Bus Blockages (#/hr)416610104164166610
Turn Type ProtProtNA ProtNA ProtNApm+ovProtNAProtected Phases 774 38 52316Permitted Phases 2Actuated Green, G (s)10.539.8 25.554.8 9.125.050.529.745.6Effective Green, g (s)10.539.8 25.554.8 8.624.550.529.245.1Actuated g/C Ratio 0.080.28 0.180.39 0.060.180.360.210.32Clearance Time (s)4.54.5 5.55.5 4.55.55.54.55.5Vehicle Extension (s)2.02.0 2.02.0 2.02.02.02.02.0
Lane Grp Cap (vph)2431385 6341990 106303605700543v/s Ratio Prot 0.070.26c0.19c0.37 0.040.120.09c0.17c0.31v/s Ratio Perm 0.11v/c Ratio 0.970.90 1.060.95 0.690.690.510.810.97Uniform Delay, d1 64.648.2 57.241.3 64.454.235.052.746.7Progression Factor 0.960.95 0.760.79 1.181.000.961.081.06Incremental Delay, d2 46.79.5 51.510.8 13.85.10.26.329.5Delay (s)109.055.1 95.343.6 89.559.133.963.178.8Level of Service FE FD FECEEApproach Delay (s)63.6 57.0 48.3 70.7Approach LOS E E D E
Intersection Summary
HCM 2000 Control Delay 60.3HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 1.00Actuated Cycle Length (s) 140.0Sum of lost time (s)21.0Intersection Capacity Utilization 97.6%ICU Level of Service FAnalysis Period (min)15Description: TC2 - 9/24/2014c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3055: 23 Av S & S 320 St 7/29/2015
Synchro 8 Report2025 No Action PM SK Page 10
Movement SBR
Lane Configurations
Volume (vph)156
Ideal Flow (vphpl)1900
Grade (%)
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF1.00Adj. Flow (vph)156RTOR Reduction (vph)0Lane Group Flow (vph)0Confl. Peds. (#/hr)4Heavy Vehicles (%)3%Bus Blockages (#/hr)4
Turn TypeProtected PhasesPermitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Vehicle Extension (s)
Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3350: Pacific Hwy S & S 324 St 7/29/2015
Synchro 8 Report2025 No Action PM SK Page 11
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)12720214067429326162163124723549155
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-1%1%0%
Total Lost time (s)5.05.55.55.56.0 5.05.0 5.0
Lane Util. Factor 1.001.001.000.971.00 1.000.91 1.00
Frpb, ped/bikes 1.001.000.971.001.00 1.000.99 1.00
Flpb, ped/bikes 1.001.001.001.001.00 1.001.00 1.00
Frt 1.001.000.851.000.99 1.000.98 1.00
Flt Protected 0.951.001.000.951.00 0.951.00 0.95
Satd. Flow (prot)17781812109733751811 17734977 1730
Flt Permitted 0.951.001.000.951.00 0.951.00 0.95
Satd. Flow (perm)17781812109733751811 17734977 1730
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)12720214067429326162163124723549155RTOR Reduction (vph)0076 0200017000Lane Group Flow (vph)1272026467431700325146500204Confl. Peds. (#/hr)16 1616 1699 988Heavy Vehicles (%)2%2%2%2%2%2%1%1%1%1%1%1%Bus Blockages (#/hr)0872 620620808
Turn Type ProtNAPermProtNA ProtProtNA ProtProtProtected Phases 74 38 552 11Permitted Phases 4Actuated Green, G (s)14.022.022.023.031.0 21.058.0 17.0Effective Green, g (s)13.521.521.522.530.5 21.058.0 17.0Actuated g/C Ratio0.100.150.150.160.22 0.150.41 0.12Clearance Time (s)4.55.05.05.05.5 5.05.0 5.0Vehicle Extension (s)2.02.02.02.02.0 2.02.0 2.0
Lane Grp Cap (vph)171278168542394 2652061 210v/s Ratio Prot 0.070.11c0.20c0.17 c0.18c0.29 0.12v/s Ratio Perm 0.06v/c Ratio 0.740.730.381.240.80 1.230.71 0.97Uniform Delay, d1 61.656.553.358.851.9 59.534.0 61.3Progression Factor1.001.001.000.850.98 1.001.00 1.46Incremental Delay, d214.17.80.5124.510.7 130.62.1 36.0Delay (s)75.664.253.8174.261.8 190.136.2 125.6Level of Service EEDFE FD FApproach Delay (s)64.2 138.1 63.8Approach LOS E F E
Intersection Summary
HCM 2000 Control Delay 65.1HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 1.01Actuated Cycle Length (s) 140.0Sum of lost time (s)21.0Intersection Capacity Utilization 107.2%ICU Level of Service GAnalysis Period (min)15Description: 9/24/2014 -Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3350: Pacific Hwy S & S 324 St 7/29/2015
Synchro 8 Report2025 No Action PM SK Page 12
Movement SBTSBR
Lane Configurations
Volume (vph)1391335
Ideal Flow (vphpl)19001900
Grade (%)0%
Total Lost time (s)5.0
Lane Util. Factor 0.91
Frpb, ped/bikes 0.99
Flpb, ped/bikes 1.00
Frt 0.97
Flt Protected 1.00
Satd. Flow (prot)4905
Flt Permitted 1.00
Satd. Flow (perm)4905
Peak-hour factor, PHF1.001.00Adj. Flow (vph)1391335RTOR Reduction (vph)250Lane Group Flow (vph)17010Confl. Peds. (#/hr)8Heavy Vehicles (%)1%1%Bus Blockages (#/hr)62
Turn Type NAProtected Phases 6Permitted PhasesActuated Green, G (s)54.0Effective Green, g (s)54.0Actuated g/C Ratio0.39Clearance Time (s)5.0Vehicle Extension (s)2.0
Lane Grp Cap (vph)1891v/s Ratio Prot c0.35v/s Ratio Permv/c Ratio 0.90Uniform Delay, d1 40.4Progression Factor0.34Incremental Delay, d23.9Delay (s)17.4Level of Service BApproach Delay (s)28.9Approach LOSC
Intersection Summary
HCM Signalized Intersection Capacity Analysis
60: Military Rd S & S 272 St 8/7/2015
Synchro 8 Report2025 No Action AM SK Page 1
Movement EBUEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBT
Lane Configurations
Volume (vph)23338444160554628349560713253157
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-3%0%0%-3%
Total Lost time (s)5.05.06.05.05.0 5.05.05.05.05.0
Lane Util. Factor 1.000.951.001.000.95 0.971.001.001.001.00
Frpb, ped/bikes 1.001.000.931.000.99 1.001.000.961.000.98
Flpb, ped/bikes 0.951.001.001.001.00 1.001.001.001.001.00
Frt 1.001.000.851.000.98 1.001.000.851.000.94
Flt Protected 0.951.001.000.951.00 0.951.001.000.951.00
Satd. Flow (prot)1697357814891770339234061855150117821757
Flt Permitted 0.451.001.000.951.00 0.951.001.000.951.00
Satd. Flow (perm)801357814891770339234061855150117821757
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)23338444160554628349560713253157RTOR Reduction (vph)0009001200096018Lane Group Flow (vph)0361444705553304956073653231Confl. Peds. (#/hr)1010 1010 1010 1010Bus Blockages (#/hr)012004141220
Turn Type customProtNAPermProtNA ProtNAPermProtNAProtected Phases 74 38 52 16Permitted Phases 7 4 2Actuated Green, G (s)40.053.553.56.820.3 19.933.033.06.719.8Effective Green, g (s)40.053.552.56.820.3 19.933.033.06.719.8Actuated g/C Ratio 0.330.450.440.060.17 0.170.280.280.060.17Clearance Time (s)5.05.05.05.05.0 5.05.05.05.05.0Vehicle Extension (s)2.02.02.02.02.0 2.02.02.02.02.0
Lane Grp Cap (vph)2671595651100573 56451041299289v/s Ratio Prot 0.12 0.03c0.16c0.15c0.33 0.030.13v/s Ratio Perm c0.45 0.05 0.02v/c Ratio 1.350.280.110.550.93 0.881.190.090.540.80Uniform Delay, d1 40.021.019.955.149.1 48.943.532.355.148.2Progression Factor 1.001.001.001.001.00 1.001.001.001.001.00Incremental Delay, d2 181.10.40.33.723.7 14.0103.80.02.813.9Delay (s)221.121.520.358.872.8 62.8147.332.457.962.1Level of Service FCCEE EFCEEApproach Delay (s)95.971.5101.161.4Approach LOS F E F E
Intersection Summary
HCM 2000 Control Delay 89.9HCM 2000 Level of Service FHCM 2000 Volume to Capacity ratio 1.20Actuated Cycle Length (s) 120.0Sum of lost time (s)20.0Intersection Capacity Utilization 88.4%ICU Level of Service EAnalysis Period (min)15Description: Mils272c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
60: Military Rd S & S 272 St 8/7/2015
Synchro 8 Report2025 No Action AM SK Page 2
Movement SBR
Lane Configurations
Volume (vph)92
Ideal Flow (vphpl)1900
Grade (%)
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF1.00Adj. Flow (vph)92RTOR Reduction (vph)0Lane Group Flow (vph)0Confl. Peds. (#/hr)10Bus Blockages (#/hr)4
Turn TypeProtected PhasesPermitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Vehicle Extension (s)
Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
670: S Peasley Cyn Rd 8/7/2015
Synchro 8 Report2025 No Action AM SK Page 3
Movement EBLEBRNBLNBTSBTSBR
Lane Configurations
Volume (vph)5076374701366994313
Ideal Flow (vphpl)190019001900190019001900
Total Lost time (s)5.05.05.05.05.05.0
Lane Util. Factor0.971.000.971.001.001.00
Frt 1.000.851.001.001.000.85
Flt Protected 0.951.000.951.001.001.00
Satd. Flow (prot)343315833433186318631583
Flt Permitted 0.951.000.951.001.001.00
Satd. Flow (perm)343315833433186318631583
Peak-hour factor, PHF1.001.001.001.001.001.00Adj. Flow (vph)5076374701366994313RTOR Reduction (vph)022800047Lane Group Flow (vph)5074094701366994266
Turn Type ProtPermProtNANAPermProtected Phases 4 526Permitted Phases 4 6Actuated Green, G (s)26.026.016.084.063.063.0Effective Green, g (s)26.026.016.084.063.063.0Actuated g/C Ratio0.220.220.130.700.520.52Clearance Time (s)5.05.05.05.05.05.0Vehicle Extension (s)2.02.02.02.02.02.0
Lane Grp Cap (vph)7433424571304978831v/s Ratio Prot 0.15 0.14c0.730.53v/s Ratio Perm c0.26 0.17v/c Ratio 0.681.201.031.051.020.32Uniform Delay, d1 43.247.052.018.028.516.3Progression Factor1.001.001.001.000.690.46Incremental Delay, d22.1113.249.638.419.30.3Delay (s)45.3160.2101.656.438.97.7Level of Service DFFEDAApproach Delay (s)109.3 67.931.4Approach LOS F EC
Intersection Summary
HCM 2000 Control Delay 67.8HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 1.13Actuated Cycle Length (s) 120.0Sum of lost time (s)15.0Intersection Capacity Utilization 100.1%ICU Level of Service GAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
1050: Pacific Hwy S & S 288 St 8/7/2015
Synchro 8 Report2025 No Action AM SK Page 4
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)997962066305172555372485
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Width 121412121112121212121211
Grade (%)14%-7%-2%
Total Lost time (s)6.0 5.55.55.5 5.55.5 5.0
Lane Util. Factor 1.00 0.950.951.00 1.000.91 0.97
Frpb, ped/bikes 1.00 1.001.000.97 1.000.99 1.00
Flpb, ped/bikes 1.00 1.001.001.00 1.001.00 1.00
Frt 1.00 1.001.000.85 1.000.98 1.00
Flt Protected 0.97 0.950.951.00 0.951.00 0.95
Satd. Flow (prot)179016941707156918055019 3318
Flt Permitted 0.97 0.950.951.00 0.951.00 0.95
Satd. Flow (perm)179016941707156918055019 3318
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)997962066305172555372485RTOR Reduction (vph)000002660010000Lane Group Flow (vph)01840105107390829170089Confl. Peds. (#/hr)101013132222221818Confl. Bikes (#/hr)2 1Heavy Vehicles (%)2%2%2%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)609906906060
Turn Type SplitNA SplitNAPermProtProtNA ProtProtProtected Phases 77 88 552 11Permitted Phases 8Actuated Green, G (s)19.9 15.315.315.3 1.256.5 6.3Effective Green, g (s)18.9 15.315.315.3 1.757.0 6.8Actuated g/C Ratio 0.16 0.130.130.13 0.010.48 0.06Clearance Time (s)5.0 5.55.55.5 6.06.0 5.5Vehicle Extension (s)2.0 2.02.02.0 2.02.0 2.0
Lane Grp Cap (vph)281 215217200 252384 188v/s Ratio Prot c0.10 0.06c0.06 0.00c0.58 c0.03v/s Ratio Perm 0.02v/c Ratio 0.65 0.490.490.19 0.321.22 0.47Uniform Delay, d1 47.5 48.748.746.8 58.631.5 54.9Progression Factor 1.00 0.980.983.24 1.101.03 0.83Incremental Delay, d2 4.1 0.60.60.2 2.7104.6 0.6Delay (s)51.6 48.548.5151.7 67.1136.9 46.2Level of Service D DDF EF DApproach Delay (s)51.6 109.4 136.7Approach LOS D F F
Intersection Summary
HCM 2000 Control Delay 112.4HCM 2000 Level of Service FHCM 2000 Volume to Capacity ratio 0.94Actuated Cycle Length (s) 120.0Sum of lost time (s)22.0Intersection Capacity Utilization 112.6%ICU Level of Service HAnalysis Period (min)15Description: Traffic Count Consultant - 10/01/2014
HCM Signalized Intersection Capacity Analysis
1050: Pacific Hwy S & S 288 St 8/7/2015
Synchro 8 Report2025 No Action AM SK Page 5
Movement SBTSBR
Lane Configurations
Volume (vph)51328
Ideal Flow (vphpl)19001900
Lane Width 1212
Grade (%)2%
Total Lost time (s)5.0
Lane Util. Factor0.91
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.99
Flt Protected 1.00
Satd. Flow (prot)4965
Flt Permitted 1.00
Satd. Flow (perm)4965
Peak-hour factor, PHF1.001.00Adj. Flow (vph)51328RTOR Reduction (vph)30Lane Group Flow (vph)5380Confl. Peds. (#/hr)18Confl. Bikes (#/hr)4Heavy Vehicles (%)1%1%Bus Blockages (#/hr)90
Turn Type NAProtected Phases 6Permitted PhasesActuated Green, G (s)61.6Effective Green, g (s)62.1Actuated g/C Ratio0.52Clearance Time (s)5.5Vehicle Extension (s)2.0
Lane Grp Cap (vph)2569v/s Ratio Prot c0.11v/s Ratio Permv/c Ratio 0.21Uniform Delay, d1 15.7Progression Factor0.96Incremental Delay, d20.2Delay (s)15.2Level of Service BApproach Delay (s)19.6Approach LOSB
Intersection Summary
HCM Signalized Intersection Capacity Analysis
1050: Pacific Hwy S & S 288 St 8/7/2015
Synchro 8 Report2025 No Action AM SK Page 6
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
1056: Military Rd S & S 288 St 8/7/2015
Synchro 8 Report2025 No Action AM SK Page 7
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)230438527519421417847817610721567
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Width 121112121112121111121111
Grade (%)-5%8%3%-3%
Total Lost time (s)5.55.5 4.54.5 5.05.05.05.55.55.5
Lane Util. Factor 1.000.95 1.000.95 1.001.001.001.001.001.00
Frpb, ped/bikes 1.000.99 1.000.98 1.001.000.971.001.000.97
Flpb, ped/bikes 1.001.00 1.001.00 0.991.001.001.001.001.00
Frt 1.000.98 1.000.92 1.001.000.851.001.000.85
Flt Protected 0.951.00 0.951.00 0.951.001.000.951.001.00
Satd. Flow (prot)1824345317163008174617841462179518461522
Flt Permitted 0.951.00 0.951.00 0.571.001.000.241.001.00
Satd. Flow (perm)182434531716300810411784146245918461522
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)230438527519421417847817610721567RTOR Reduction (vph)0800183000101000Lane Group Flow (vph)23048207522501784787510721567Confl. Peds. (#/hr)16166620203535Confl. Bikes (#/hr)1Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)120001012200
Turn Type ProtNA ProtNAD.P+PNAPermD.P+PNApm+ovProtected Phases 52 16 38 745Permitted Phases 4 88 4Actuated Green, G (s)17.222.7 6.712.2 35.529.929.935.526.844.0Effective Green, g (s)17.222.7 6.712.2 35.529.929.935.526.844.0Actuated g/C Ratio0.200.27 0.080.14 0.420.350.350.420.310.52Clearance Time (s)5.55.5 4.54.5 5.05.05.05.55.55.5Vehicle Extension (s)2.02.0 2.02.0 2.02.02.02.02.02.0
Lane Grp Cap (vph)367917 134429 504624511278579784v/s Ratio Prot c0.130.14 0.04c0.07c0.04c0.27 0.030.120.02v/s Ratio Perm 0.11 0.050.13 0.03v/c Ratio 0.630.53 0.560.52 0.350.770.150.380.370.09Uniform Delay, d1 31.226.8 37.933.9 16.324.619.017.022.810.5Progression Factor1.001.00 1.001.00 1.001.001.001.001.001.00Incremental Delay, d22.40.3 2.90.5 0.25.00.00.30.10.0Delay (s)33.627.0 40.834.4 16.429.719.117.322.910.5Level of Service CC DC BCBBCBApproach Delay (s)29.1 35.4 24.6 19.2Approach LOS C D C B
Intersection Summary
HCM 2000 Control Delay 27.2HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.66Actuated Cycle Length (s) 85.4Sum of lost time (s)20.5Intersection Capacity Utilization 75.1%ICU Level of Service DAnalysis Period (min)15Description: Traffic Count Consultant - 10/01/2014
HCM Signalized Intersection Capacity Analysis
1056: Military Rd S & S 288 St 8/7/2015
Synchro 8 Report2025 No Action AM SK Page 8
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3028: 21 Av SW & SW 320 St 8/7/2015
Synchro 8 Report2025 No Action AM SK Page 9
Movement EBLEBTEBRWBUWBLWBTWBRNBLNBTNBRSBLSBT
Lane Configurations
Volume (vph)3605338136101207206537261681289
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)3%3%-2%2%
Total Lost time (s)4.54.5 5.05.0 5.05.05.04.54.5
Lane Util. Factor 1.000.95 0.970.95 1.001.001.001.000.95
Frpb, ped/bikes 1.001.00 1.001.00 1.001.000.991.001.00
Flpb, ped/bikes 1.001.00 1.001.00 1.001.001.001.001.00
Frt 1.000.98 1.000.99 1.001.000.851.000.97
Flt Protected 0.951.00 0.951.00 0.951.001.000.951.00
Satd. Flow (prot)17433382 3365344717891900157917403388
Flt Permitted 0.951.00 0.101.00 0.431.001.000.211.00
Satd. Flow (perm)17433382 3463447 804190015793813388
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)3605338136101207206537261681289RTOR Reduction (vph)010 000600055016Lane Group Flow (vph)3606040013722106537256181339Confl. Peds. (#/hr)3 3108 82 23Confl. Bikes (#/hr)1Heavy Vehicles (%)2%2%2%2%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)046062020446
Turn Type ProtNAcustomProtNAD.P+PNApm+ovD.P+PNAProtected Phases 16 52 745!38Permitted Phases 5!8 44Actuated Green, G (s)28.923.0 41.035.1 37.030.071.037.029.0Effective Green, g (s)28.923.0 41.035.1 37.030.071.037.029.0Actuated g/C Ratio0.240.19 0.340.29 0.310.250.590.310.24Clearance Time (s)4.54.5 5.05.0 5.05.05.04.54.5Vehicle Extension (s)2.02.0 2.02.0 2.02.02.02.02.0
Lane Grp Cap (vph)419648 1181008 3134751000196818v/s Ratio Prot 0.21c0.18 0.06 0.01c0.200.190.02c0.10v/s Ratio Perm c0.40 0.05 0.160.10v/c Ratio 0.860.93 1.160.22 0.210.780.560.410.41Uniform Delay, d1 43.647.7 39.532.1 35.342.015.031.638.3Progression Factor1.001.00 1.001.00 1.001.001.001.441.36Incremental Delay, d215.420.2 132.60.0 0.112.20.40.41.1Delay (s)59.067.9 172.132.1 35.454.115.445.853.4Level of Service EE FC DDBDDApproach Delay (s)64.6 84.8 30.3 52.0Approach LOS E F C D
Intersection Summary
HCM 2000 Control Delay 52.5HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.95Actuated Cycle Length (s) 120.0Sum of lost time (s)19.0Intersection Capacity Utilization 80.4%ICU Level of Service DAnalysis Period (min)15Description: All Traffic Data - May 2, 2012! Phase conflict between lane groups.
HCM Signalized Intersection Capacity Analysis
3028: 21 Av SW & SW 320 St 8/7/2015
Synchro 8 Report2025 No Action AM SK Page 10
Movement SBR
Lane Configurations
Volume (vph)66
Ideal Flow (vphpl)1900
Grade (%)
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF1.00Adj. Flow (vph)66RTOR Reduction (vph)0Lane Group Flow (vph)0Confl. Peds. (#/hr)3Confl. Bikes (#/hr)Heavy Vehicles (%)1%Bus Blockages (#/hr)2
Turn TypeProtected PhasesPermitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Vehicle Extension (s)
Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3028: 21 Av SW & SW 320 St 8/7/2015
Synchro 8 Report2025 No Action AM SK Page 11
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3040: 1 Av S & SW 320 St/S 320 St 8/7/2015
Synchro 8 Report2025 No Action AM SK Page 12
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)01374258034218205434380340127
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)5%-1%-1%1%
Total Lost time (s)4.55.5 5.05.0 5.05.0 4.54.5
Lane Util. Factor 0.951.00 0.951.00 0.951.00 0.951.00
Frpb, ped/bikes 1.000.99 1.000.99 1.000.99 1.000.98
Flpb, ped/bikes 1.001.00 1.001.00 1.001.00 1.001.00
Frt 1.000.85 1.000.85 1.000.85 1.000.85
Flt Protected 1.001.00 1.001.00 1.001.00 1.001.00
Satd. Flow (prot)34571538353515843592156035561513
Flt Permitted 1.001.00 1.001.00 1.001.00 1.001.00
Satd. Flow (perm)34571538353515843592156035561513
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)01374258034218205434380340127RTOR Reduction (vph)00101007100220085Lane Group Flow (vph)0137415703421110543416034042Confl. Peds. (#/hr)1 12 21 14 4Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)040080804408
Turn Type NAPerm NAPerm NAPerm NAPermProtected Phases 6284Permitted Phases 6284Actuated Green, G (s)71.571.5 71.071.0 39.039.0 39.539.5Effective Green, g (s)71.570.5 71.071.0 39.039.0 39.539.5Actuated g/C Ratio 0.600.59 0.590.59 0.320.32 0.330.33Clearance Time (s)4.54.5 5.05.0 5.05.0 4.54.5Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)2059903209193711675071170498v/s Ratio Prot c0.40 0.10 0.15 0.10v/s Ratio Perm 0.10 0.07 c0.27 0.03v/c Ratio 0.670.17 0.160.12 0.470.82 0.290.08Uniform Delay, d1 16.311.4 11.110.8 32.237.3 29.927.8Progression Factor 1.001.00 1.503.63 0.870.88 1.494.14Incremental Delay, d2 1.70.4 0.10.2 0.19.7 0.00.0Delay (s)18.011.8 16.839.2 28.142.5 44.5115.1Level of Service BB BD CD DFApproach Delay (s)17.0 24.6 34.5 63.7Approach LOS B C C E
Intersection Summary
HCM 2000 Control Delay 28.9HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.72Actuated Cycle Length (s) 120.0Sum of lost time (s)10.0Intersection Capacity Utilization 73.1%ICU Level of Service DAnalysis Period (min)15Description: Traffic Count Consultant - 10/15/2014c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3057: I-5 SB Ramp & S 320 St 8/7/2015
Synchro 8 Report2025 No Action AM SK Page 1
Movement EBLEBTEBRWBUWBLWBTWBRNBLNBTNBRSBLSBT
Lane Configurations
Volume (vph)016514132199886 00001202
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)1%0%2%2%
Total Lost time (s)5.05.0 5.05.0 5.05.0
Lane Util. Factor 0.911.00 1.000.91 0.950.95
Frpb, ped/bikes 1.000.97 1.001.00 1.001.00
Flpb, ped/bikes 1.001.00 1.001.00 1.001.00
Frt 1.000.85 1.001.00 1.001.00
Flt Protected 1.001.00 0.951.00 0.950.95
Satd. Flow (prot)5046150917585122 16671688
Flt Permitted 1.001.00 0.951.00 0.950.95
Satd. Flow (perm)5046150917585122 16671688
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)016514132199886 00001202RTOR Reduction (vph)00179 000000000Lane Group Flow (vph)016512340201886 00006161Confl. Peds. (#/hr)2 210 5Heavy Vehicles (%)2%2%2%2%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)024042020220
Turn Type NAPermProtProtNA SplitNAProtected Phases 2 116 44Permitted Phases 2Actuated Green, G (s)68.168.1 27.090.1 9.99.9Effective Green, g (s)68.168.1 27.090.1 9.99.9Actuated g/C Ratio 0.570.57 0.220.75 0.080.08Clearance Time (s)5.05.0 5.05.0 5.05.0Vehicle Extension (s)2.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)2863856 3953845 137139v/s Ratio Prot c0.33 c0.110.17 c0.040.04v/s Ratio Perm 0.16v/c Ratio 0.580.27 0.510.23 0.450.44Uniform Delay, d1 16.713.3 40.74.5 52.452.4Progression Factor 1.496.43 1.001.00 1.001.00Incremental Delay, d2 0.80.7 0.40.1 0.80.8Delay (s)25.786.3 41.14.6 53.353.2Level of Service CF DA DDApproach Delay (s)37.8 11.4 0.0 45.2Approach LOS D B A D
Intersection Summary
HCM 2000 Control Delay 31.1HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.55Actuated Cycle Length (s) 120.0Sum of lost time (s)16.0Intersection Capacity Utilization 61.2%ICU Level of Service BAnalysis Period (min)15Description: 9/23/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3057: I-5 SB Ramp & S 320 St 8/7/2015
Synchro 8 Report2025 No Action AM SK Page 2
Movement SBR
Lane Configurations
Volume (vph)417
Ideal Flow (vphpl)1900
Grade (%)
Total Lost time (s)5.0
Lane Util. Factor 0.76
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.85
Flt Protected 1.00
Satd. Flow (prot)3600
Flt Permitted 1.00
Satd. Flow (perm)3600
Peak-hour factor, PHF1.00Adj. Flow (vph)417RTOR Reduction (vph)331Lane Group Flow (vph)86Confl. Peds. (#/hr)5Heavy Vehicles (%)1%Bus Blockages (#/hr)2
Turn Type customProtected Phases 4 5Permitted PhasesActuated Green, G (s)19.9Effective Green, g (s)19.9Actuated g/C Ratio0.17Clearance Time (s)Vehicle Extension (s)
Lane Grp Cap (vph)597v/s Ratio Prot 0.02v/s Ratio Permv/c Ratio 0.14Uniform Delay, d1 42.8Progression Factor1.00Incremental Delay, d20.0Delay (s)42.8Level of Service DApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3058: I-5 NB - 320/320 EB - I-5 NB Ramps/I-5 NB Ramp & S 320 St 8/7/2015
Synchro 8 Report2025 No Action AM SK Page 15
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)062597707734412821729000
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)1%-1%2%3%
Total Lost time (s)5.05.0 5.0 5.05.06.0
Lane Util. Factor 0.911.00 0.91 0.950.951.00
Frpb, ped/bikes 1.001.00 0.99 1.001.000.99
Flpb, ped/bikes 1.001.00 1.00 1.001.001.00
Frt 1.000.85 0.95 1.001.000.85
Flt Protected 1.001.00 1.00 0.950.951.00
Satd. Flow (prot)504615754813165116691533
Flt Permitted 1.001.00 1.00 0.950.951.00
Satd. Flow (perm)504615754813165116691533
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)062597707734412821729000RTOR Reduction (vph)00007700034000Lane Group Flow (vph)0625977011370141142695000Confl. Peds. (#/hr)2 21 110 10Heavy Vehicles (%)2%2%2%1%1%1%2%2%2%2%2%2%Bus Blockages (#/hr)020020202202
Turn Type NAFree NA SplitNAPermProtected Phases 2 6 44Permitted Phases Free 4Actuated Green, G (s)45.1120.0 45.1 64.964.964.9Effective Green, g (s)45.1120.0 45.1 64.964.963.9Actuated g/C Ratio 0.381.00 0.38 0.540.540.53Clearance Time (s)5.0 5.0 5.05.05.0Vehicle Extension (s)2.0 2.0 2.02.02.0
Lane Grp Cap (vph)189615751808 892902816v/s Ratio Prot 0.12 0.24 0.090.09v/s Ratio Perm c0.62 c0.45v/c Ratio 0.330.62 0.63 0.160.160.85Uniform Delay, d1 26.70.0 30.6 13.813.824.0Progression Factor 1.001.00 1.00 1.051.051.04Incremental Delay, d2 0.51.8 1.6 0.00.08.2Delay (s)27.11.8 32.1 14.514.533.3Level of Service CA C BBCApproach Delay (s)11.7 32.1 28.0 0.0Approach LOS B C C A
Intersection Summary
HCM 2000 Control Delay 22.5HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.78Actuated Cycle Length (s) 120.0Sum of lost time (s)10.0Intersection Capacity Utilization 66.5%ICU Level of Service CAnalysis Period (min)15Description: 9/23/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3064: Military Rd S & S 320 St/S Peasley Cyn Rd 8/7/2015
Synchro 8 Report2025 No Action AM SK Page 16
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)210990572260788331515100138151181
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Total Lost time (s)5.05.06.05.05.0 5.05.05.05.05.05.0
Lane Util. Factor 1.000.951.001.000.95 1.001.001.001.001.001.00
Frpb, ped/bikes 1.001.000.971.000.99 1.001.000.961.001.000.96
Flpb, ped/bikes 1.001.001.001.001.00 1.001.001.001.001.001.00
Frt 1.001.000.851.000.98 1.001.000.851.001.000.85
Flt Protected 0.951.001.000.951.00 0.951.001.000.951.001.00
Satd. Flow (prot)17703525152917703426175518631512175518631512
Flt Permitted 0.951.001.000.951.00 0.951.001.000.951.001.00
Satd. Flow (perm)17703525152917703426175518631512175518631512
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)210990572260788331515100138151181RTOR Reduction (vph)0020 090007000161Lane Group Flow (vph)210990372268603315153013815120Confl. Peds. (#/hr)1010101010101010Bus Blockages (#/hr)020020202202
Turn Type ProtNApm+ovProtNA SplitNAPermSplitNAPermProtected Phases 528168844Permitted Phases284Actuated Green, G (s)16.644.980.76.034.3 35.835.835.813.313.313.3Effective Green, g (s)16.644.978.76.034.3 35.835.835.813.313.313.3Actuated g/C Ratio0.140.370.660.050.29 0.300.300.300.110.110.11Clearance Time (s)5.05.05.05.05.0 5.05.05.05.05.05.0Vehicle Extension (s)2.02.02.02.02.0 2.02.02.02.02.02.0
Lane Grp Cap (vph)2441318107988979 523555451194206167v/s Ratio Prot 0.12c0.280.010.01c0.20 0.19c0.28 0.08c0.08v/s Ratio Perm 0.01 0.02 0.01v/c Ratio 0.860.750.030.250.70 0.630.930.070.710.730.12Uniform Delay, d1 50.632.77.354.838.3 36.440.830.151.551.648.1Progression Factor1.321.253.721.001.00 1.001.001.001.001.001.00Incremental Delay, d221.23.30.00.54.2 1.821.50.09.811.00.1Delay (s)88.144.227.055.442.4 38.362.330.261.362.648.2Level of Service FDCED DECEEDApproach Delay (s)50.7 42.8 50.5 56.7Approach LOS D D D E
Intersection Summary
HCM 2000 Control Delay 49.8HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.83Actuated Cycle Length (s) 120.0Sum of lost time (s)21.0Intersection Capacity Utilization 83.0%ICU Level of Service EAnalysis Period (min)15Description: Mils320c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4050: Pacific Hwy S & S 336 St 8/7/2015
Synchro 8 Report2025 No Action AM SK Page 17
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBUSBLSBT
Lane Configurations
Volume (vph)2893771376430648330144291929544
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)1%1%3%-3%
Total Lost time (s)4.55.55.54.55.5 5.05.0 5.55.5
Lane Util. Factor 1.001.001.001.000.95 0.970.91 1.000.91
Frpb, ped/bikes 1.001.000.981.001.00 1.001.00 1.001.00
Flpb, ped/bikes 1.001.001.001.001.00 1.001.00 1.001.00
Frt 1.001.000.851.000.98 1.000.99 1.001.00
Flt Protected 0.951.001.000.951.00 0.951.00 0.951.00
Satd. Flow (prot)1733187215391749346234014965 17965134
Flt Permitted 0.431.001.000.231.00 0.951.00 0.951.00
Satd. Flow (perm)78418721539421346234014965 17965134
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)2893771376430648330144291929544RTOR Reduction (vph)00101013 0040000Lane Group Flow (vph)2893773664341033015290038544Confl. Peds. (#/hr)6 67 73 333Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%2%2%2%Bus Blockages (#/hr)604426260604
Turn Type D.P+PNAPermD.P+PNA ProtNA ProtProtNAProtected Phases 74 38 52 116Permitted Phases 8 44Actuated Green, G (s)36.631.331.336.626.1 15.457.2 5.747.5Effective Green, g (s)36.631.331.336.626.1 15.457.2 5.747.5Actuated g/C Ratio0.310.260.260.310.22 0.130.48 0.050.40Clearance Time (s)4.55.55.54.55.5 5.05.0 5.55.5Vehicle Extension (s)2.02.02.02.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)322488401187752 4362366 852032v/s Ratio Prot 0.08c0.20 0.020.10c0.10c0.31 c0.020.11v/s Ratio Perm c0.20 0.020.09v/c Ratio 0.900.770.090.340.45 0.760.65 0.450.27Uniform Delay, d1 37.841.133.645.840.8 50.523.7 55.624.5Progression Factor1.161.063.421.121.02 1.111.34 1.011.01Incremental Delay, d224.46.50.00.40.1 6.41.3 1.40.3Delay (s)68.150.1114.951.841.6 62.433.3 57.625.0Level of Service EDFDD EC ECApproach Delay (s)67.6 43.2 38.4 24.7Approach LOS E D D C
Intersection Summary
HCM 2000 Control Delay 42.3HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.73Actuated Cycle Length (s) 120.0Sum of lost time (s)20.5Intersection Capacity Utilization 82.0%ICU Level of Service EAnalysis Period (min)15Description: 9/18/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4050: Pacific Hwy S & S 336 St 8/7/2015
Synchro 8 Report2025 No Action AM SK Page 18
Movement SBR
Lane Configurations
Volume (vph)184
Ideal Flow (vphpl)1900
Grade (%)
Total Lost time (s)4.5
Lane Util. Factor 1.00
Frpb, ped/bikes 0.99
Flpb, ped/bikes 1.00
Frt 0.85
Flt Protected 1.00
Satd. Flow (prot)1572
Flt Permitted 1.00
Satd. Flow (perm)1572
Peak-hour factor, PHF1.00Adj. Flow (vph)184RTOR Reduction (vph)95Lane Group Flow (vph)89Confl. Peds. (#/hr)3Heavy Vehicles (%)2%Bus Blockages (#/hr)2
Turn Type pm+ovProtected Phases 7Permitted Phases 6Actuated Green, G (s)58.0Effective Green, g (s)58.0Actuated g/C Ratio0.48Clearance Time (s)4.5Vehicle Extension (s)2.0
Lane Grp Cap (vph)759v/s Ratio Prot 0.01v/s Ratio Perm0.05v/c Ratio 0.12Uniform Delay, d1 17.0Progression Factor1.00Incremental Delay, d20.0Delay (s)16.9Level of Service BApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
4848: Pacific Hwy S & S 348 St 8/7/2015
Synchro 8 Report2025 No Action AM SK Page 19
Movement EBUEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBL
Lane Configurations
Volume (vph)5721222109408828101219771975074
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)4%1%2%
Total Lost time (s)4.55.0 5.05.0 5.05.05.05.5
Lane Util. Factor 1.000.91 0.970.91 0.970.860.860.97
Frpb, ped/bikes 1.001.00 1.001.00 1.001.000.991.00
Flpb, ped/bikes 1.001.00 1.001.00 0.991.001.001.00
Frt 1.000.99 1.000.98 1.000.950.851.00
Flt Protected 0.951.00 0.951.00 0.951.001.000.95
Satd. Flow (prot)1737496533694916 3264435112943485
Flt Permitted 0.951.00 0.951.00 0.551.001.000.95
Satd. Flow (perm)1737496533694916 1883435112943485
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)5721222109408828101219771975074RTOR Reduction (vph)008001200085420Lane Group Flow (vph)0771323040891700199100933374Confl. Peds. (#/hr)55 5 103 32Heavy Vehicles (%)1%1%1%1%3%3%3%2%5%5%5%2%Bus Blockages (#/hr)220222202200
Turn Type ProtProtNA ProtNAcustomProtNApm+ovProtProtected Phases 774 38 5231Permitted Phases 5 2Actuated Green, G (s)7.548.7 8.049.7 22.137.245.25.6Effective Green, g (s)7.548.7 8.049.7 22.137.245.25.6Actuated g/C Ratio 0.060.41 0.070.41 0.180.310.380.05Clearance Time (s)4.55.0 5.05.0 5.05.05.05.5Vehicle Extension (s)2.02.0 2.02.0 2.02.02.02.0
Lane Grp Cap (vph)1082014 2242036 3461348487162v/s Ratio Prot 0.04c0.27c0.120.19 c0.230.050.02v/s Ratio Perm 0.11 0.21v/c Ratio 0.710.66 1.820.45 0.580.750.680.46Uniform Delay, d1 55.228.9 56.025.3 44.737.231.455.7Progression Factor 0.850.87 0.631.05 1.301.421.630.71Incremental Delay, d2 14.91.5371.20.1 1.21.72.60.7Delay (s)61.826.5406.326.8 59.454.453.740.3Level of Service EC FC EDDDApproach Delay (s)28.5 142.6 54.9Approach LOS C F D
Intersection Summary
HCM 2000 Control Delay 70.4HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 0.77Actuated Cycle Length (s) 120.0Sum of lost time (s)20.5Intersection Capacity Utilization 90.8%ICU Level of Service EAnalysis Period (min)15Description: 9/11/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4848: Pacific Hwy S & S 348 St 8/7/2015
Synchro 8 Report2025 No Action AM SK Page 20
Movement SBTSBR
Lane Configurations
Volume (vph)24876
Ideal Flow (vphpl)19001900
Grade (%)-3%
Total Lost time (s)5.5
Lane Util. Factor 0.91
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.96
Flt Protected 1.00
Satd. Flow (prot)4951
Flt Permitted 1.00
Satd. Flow (perm)4951
Peak-hour factor, PHF1.001.00Adj. Flow (vph)24876RTOR Reduction (vph)570Lane Group Flow (vph)2670Confl. Peds. (#/hr)2Heavy Vehicles (%)2%2%Bus Blockages (#/hr)22
Turn Type NAProtected Phases 6Permitted PhasesActuated Green, G (s)20.7Effective Green, g (s)20.7Actuated g/C Ratio0.17Clearance Time (s)5.5Vehicle Extension (s)2.0
Lane Grp Cap (vph)854v/s Ratio Prot c0.05v/s Ratio Permv/c Ratio 0.31Uniform Delay, d1 43.4Progression Factor0.95Incremental Delay, d20.1Delay (s)41.5Level of Service DApproach Delay (s)41.3Approach LOSD
Intersection Summary
HCM Signalized Intersection Capacity Analysis
5246: Pacific Hwy S & S 356 St 8/7/2015
Synchro 8 Report2025 No Action AM SK Page 21
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBUSBLSBT
Lane Configurations
Volume (vph)59027117445379318886739311556
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-1%-3%2%-2%
Total Lost time (s)7.05.05.06.05.0 4.54.5 5.55.5
Lane Util. Factor 0.971.001.001.000.95 0.970.91 1.000.91
Frpb, ped/bikes 1.001.001.001.001.00 1.001.00 1.001.00
Flpb, ped/bikes 1.001.001.001.001.00 1.001.00 1.001.00
Frt 1.001.000.851.000.99 1.000.99 1.000.98
Flt Protected 0.951.001.000.951.00 0.951.00 0.951.00
Satd. Flow (prot)3470189115941764351432404755 17594928
Flt Permitted 0.951.001.000.331.00 0.951.00 0.261.00
Satd. Flow (perm)347018911594617351432404755 4754928
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)59027117445379318886739311556RTOR Reduction (vph)00136 0700300013Lane Group Flow (vph)59027138454030889030014624Confl. Peds. (#/hr)1 1 10Heavy Vehicles (%)1%1%1%3%3%3%7%7%7%2%4%4%Bus Blockages (#/hr)202202020002
Turn Type ProtNAPermD.P+PNA ProtNAcustomD.P+PNAProtected Phases 74 38 52 16Permitted Phases 44 12Actuated Green, G (s)15.226.426.436.420.2 12.859.4 61.648.8Effective Green, g (s)15.226.426.436.420.2 13.860.4 61.648.8Actuated g/C Ratio0.130.220.220.300.17 0.120.50 0.510.41Clearance Time (s)7.05.05.06.05.0 5.55.5 5.55.5Vehicle Extension (s)2.02.02.02.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)439416350282591 3722393 2672004v/s Ratio Prot c0.17c0.14 0.010.11 0.03c0.19 0.00c0.13v/s Ratio Perm 0.020.03 0.03v/c Ratio 1.340.650.110.160.68 0.240.38 0.050.31Uniform Delay, d1 52.442.637.439.446.9 48.318.3 14.724.2Progression Factor0.970.911.191.021.49 1.001.00 1.151.15Incremental Delay, d2167.92.50.00.12.5 0.10.5 0.00.3Delay (s)218.641.444.440.472.5 48.418.7 16.928.1Level of Service FDDDE DB BCApproach Delay (s)142.9 69.3 21.4 27.8Approach LOS F E C C
Intersection Summary
HCM 2000 Control Delay 69.8HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 0.61Actuated Cycle Length (s) 120.0Sum of lost time (s)22.0Intersection Capacity Utilization 67.3%ICU Level of Service CAnalysis Period (min)15Description: 9/10/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
5246: Pacific Hwy S & S 356 St 8/7/2015
Synchro 8 Report2025 No Action AM SK Page 22
Movement SBR
Lane Configurations
Volume (vph)81
Ideal Flow (vphpl)1900
Grade (%)
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF1.00Adj. Flow (vph)81RTOR Reduction (vph)0Lane Group Flow (vph)0Confl. Peds. (#/hr)Heavy Vehicles (%)4%Bus Blockages (#/hr)0
Turn TypeProtected PhasesPermitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Vehicle Extension (s)
Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
2550: Pacific Hwy S & S 312 St 8/7/2015
Synchro 8 Report2025 No Action AM SK Page 1
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBLSBT
Lane Configurations
Volume (vph)40837744311289036013262235571
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Width 121112121112121212121212
Grade (%)1%0%0%0%
Total Lost time (s)5.56.0 5.56.5 5.05.0 5.05.0
Lane Util. Factor 1.000.95 1.000.95 0.970.91 1.000.91
Frpb, ped/bikes 1.001.00 1.000.98 1.001.00 1.001.00
Flpb, ped/bikes 0.991.00 1.001.00 1.001.00 1.001.00
Frt 1.000.98 1.000.94 1.001.00 1.001.00
Flt Protected 0.951.00 0.951.00 0.951.00 0.951.00
Satd. Flow (prot)1725336217503163 3439507517735108
Flt Permitted 0.621.00 0.391.00 0.951.00 0.951.00
Satd. Flow (perm)11183362 7273163 3439507517735108
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)40837744311289036013262235571RTOR Reduction (vph)0800700001000Lane Group Flow (vph)40841303114800631347035571Confl. Peds. (#/hr)1414292942424229Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)624446446224
Turn Type D.P+PNAD.P+PNA ProtProtNA ProtNAProtected Phases 74 38 552 16Permitted Phases 8 4Actuated Green, G (s)44.231.1 44.727.7 9.051.0 4.846.8Effective Green, g (s)42.230.1 42.726.7 9.051.0 4.846.8Actuated g/C Ratio0.350.25 0.360.22 0.080.42 0.040.39Clearance Time (s)4.55.0 4.55.5 5.05.0 5.05.0Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)471843 366703 2572156 701992v/s Ratio Prot c0.110.12 0.010.05 0.02c0.27c0.020.11v/s Ratio Perm c0.19 0.02v/c Ratio 0.870.49 0.080.21 0.250.62 0.500.29Uniform Delay, d1 33.938.4 30.438.1 52.327.0 56.425.1Progression Factor1.301.00 1.411.50 0.710.46 1.141.42Incremental Delay, d214.70.2 0.00.1 0.21.3 1.90.3Delay (s)58.738.4 42.857.3 37.313.7 66.336.1Level of Service ED DE DB EDApproach Delay (s)48.4 55.5 14.7 70.9Approach LOS D E B E
Intersection Summary
HCM 2000 Control Delay 39.1HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.72Actuated Cycle Length (s) 120.0Sum of lost time (s)22.0Intersection Capacity Utilization 87.8%ICU Level of Service EAnalysis Period (min)15Description: 9/25/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
2550: Pacific Hwy S & S 312 St 8/7/2015
Synchro 8 Report2025 No Action AM SK Page 2
Movement SBR
Lane Configurations
Volume (vph)105
Ideal Flow (vphpl)1900
Lane Width 12
Grade (%)
Total Lost time (s)6.0
Lane Util. Factor1.00
Frpb, ped/bikes 0.95
Flpb, ped/bikes 1.00
Frt 0.85
Flt Protected 1.00
Satd. Flow (prot)1487
Flt Permitted 1.00
Satd. Flow (perm)1487
Peak-hour factor, PHF1.00Adj. Flow (vph)105RTOR Reduction (vph)65Lane Group Flow (vph)40Confl. Peds. (#/hr)29Heavy Vehicles (%)1%Bus Blockages (#/hr)4
Turn Type PermProtected PhasesPermitted Phases 6Actuated Green, G (s)46.8Effective Green, g (s)45.8Actuated g/C Ratio0.38Clearance Time (s)5.0Vehicle Extension (s)2.0
Lane Grp Cap (vph)567v/s Ratio Protv/s Ratio Perm 0.03v/c Ratio 0.07Uniform Delay, d1 23.6Progression Factor11.08Incremental Delay, d20.2Delay (s)261.4Level of Service FApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
2750: Pacific Hwy S & S 316 St 8/7/2015
Synchro 8 Report2025 No Action AM SK Page 3
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)65331842815142184636
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Width 121112121112121212121212
Grade (%)-2%0%2%
Total Lost time (s)5.06.0 5.56.5 4.54.5 5.0
Lane Util. Factor1.001.001.001.001.000.911.00
Frpb, ped/bikes 1.000.99 1.000.98 1.001.00 1.00
Flpb, ped/bikes 0.981.00 0.991.00 1.001.00 1.00
Frt 1.000.94 1.000.87 1.000.99 1.00
Flt Protected 0.951.00 0.951.00 0.951.00 0.95
Satd. Flow (prot)1729166016891508 17694979 1737
Flt Permitted 0.721.00 0.751.00 0.951.00 0.95
Satd. Flow (perm)1318166013381508 17694979 1737
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)65331842815142184636RTOR Reduction (vph)0300380003000Lane Group Flow (vph)6503112002315020042Confl. Peds. (#/hr)252514141919192525Heavy Vehicles (%)1%1%1%4%4%4%1%1%1%1%2%2%Bus Blockages (#/hr)674406406767
Turn Type D.P+PNAD.P+PNA ProtProtNA ProtProtProtected Phases 74 38 552 11Permitted Phases 8 4Actuated Green, G (s)13.19.4 13.111.9 4.279.0 8.9Effective Green, g (s)11.18.4 11.110.9 4.279.0 8.9Actuated g/C Ratio0.090.07 0.090.09 0.040.66 0.07Clearance Time (s)4.05.0 4.55.5 4.54.5 5.0Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.0
Lane Grp Cap (vph)122116 131136 613277 128v/s Ratio Prot c0.000.00c0.010.01 0.01c0.30 c0.02v/s Ratio Perm 0.00 c0.02v/c Ratio 0.050.04 0.240.09 0.380.46 0.33Uniform Delay, d1 49.652.1 50.650.0 56.610.0 52.7Progression Factor1.001.00 1.161.88 0.841.39 0.71Incremental Delay, d20.10.1 0.30.1 0.70.2 0.5Delay (s)49.752.1 59.194.2 48.614.2 37.7Level of Service DD EF DB DApproach Delay (s)51.1 80.8 14.7Approach LOS D F B
Intersection Summary
HCM 2000 Control Delay 14.4HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.42Actuated Cycle Length (s) 120.0Sum of lost time (s)21.0Intersection Capacity Utilization 61.8%ICU Level of Service BAnalysis Period (min)15Description: 9/24/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
2750: Pacific Hwy S & S 316 St 8/7/2015
Synchro 8 Report2025 No Action AM SK Page 4
Movement SBTSBR
Lane Configurations
Volume (vph)5746
Ideal Flow (vphpl)19001900
Lane Width 1212
Grade (%)-2%
Total Lost time (s)5.0
Lane Util. Factor0.91
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 1.00
Flt Protected 1.00
Satd. Flow (prot)5096
Flt Permitted 1.00
Satd. Flow (perm)5096
Peak-hour factor, PHF1.001.00Adj. Flow (vph)5746RTOR Reduction (vph)10Lane Group Flow (vph)5790Confl. Peds. (#/hr)25Heavy Vehicles (%)2%2%Bus Blockages (#/hr)40
Turn Type NAProtected Phases 6Permitted PhasesActuated Green, G (s)83.7Effective Green, g (s)83.7Actuated g/C Ratio0.70Clearance Time (s)5.0Vehicle Extension (s)2.0
Lane Grp Cap (vph)3554v/s Ratio Prot0.11v/s Ratio Permv/c Ratio0.16Uniform Delay, d1 6.2Progression Factor0.25Incremental Delay, d20.1Delay (s)1.7Level of Service AApproach Delay (s)4.1Approach LOS A
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3050: Pacific Hwy S & S 320 St 8/7/2015
Synchro 8 Report2025 No Action AM SK Page 5
Movement EBUEBLEBTEBRWBUWBLWBTWBRNBUNBLNBTNBR
Lane Configurations
Volume (vph)115250153610414047913751071190188
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-6%0%2%
Total Lost time (s)5.55.5 5.05.55.5 5.05.0
Lane Util. Factor 0.970.91 0.970.911.00 0.970.91
Frpb, ped/bikes 1.001.00 1.001.000.97 1.001.00
Flpb, ped/bikes 1.001.00 1.001.001.00 1.001.00
Frt 1.001.00 1.001.000.85 1.000.98
Flt Protected 0.951.00 0.951.001.00 0.951.00
Satd. Flow (prot)35715255 34675081155933774957
Flt Permitted 0.951.00 0.951.001.00 0.951.00
Satd. Flow (perm)35715255 34675081155933774957
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)115250153610414047913751071190188RTOR Reduction (vph)00100009000180Lane Group Flow (vph)036515450014447947011213600Confl. Peds. (#/hr)3535 351515 152424 24Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)804040800804
Turn Type ProtProtNA ProtProtNAPermProtProtNAProtected Phases 116 552 338Permitted Phases 2Actuated Green, G (s)10.542.9 9.341.241.2 8.139.0Effective Green, g (s)10.542.9 9.341.241.2 8.139.0Actuated g/C Ratio 0.090.36 0.080.340.34 0.070.32Clearance Time (s)5.55.5 5.05.55.5 5.05.0Vehicle Extension (s)2.02.0 2.02.02.0 2.02.0
Lane Grp Cap (vph)3121878 2681744535 2271611v/s Ratio Prot c0.10c0.29 c0.040.09 0.03c0.27v/s Ratio Perm 0.03v/c Ratio 1.170.82 0.540.270.09 0.490.84Uniform Delay, d1 54.835.1 53.328.626.7 54.037.7Progression Factor 0.920.87 1.171.586.67 0.811.27Incremental Delay, d2 104.34.1 1.00.40.3 0.54.6Delay (s)154.634.7 63.245.5178.4 44.052.4Level of Service FC EDF DDApproach Delay (s)57.6 72.8 51.7Approach LOS E E D
Intersection Summary
HCM 2000 Control Delay 55.2HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 0.80Actuated Cycle Length (s) 120.0Sum of lost time (s)21.0Intersection Capacity Utilization 97.9%ICU Level of Service FAnalysis Period (min)15Description: 9/24/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3050: Pacific Hwy S & S 320 St 8/7/2015
Synchro 8 Report2025 No Action AM SK Page 6
Movement SBUSBLSBTSBR
Lane Configurations
Volume (vph)212144273
Ideal Flow (vphpl)1900190019001900
Grade (%)-2%
Total Lost time (s)5.05.05.0
Lane Util. Factor 0.970.911.00
Frpb, ped/bikes1.001.000.97
Flpb, ped/bikes 1.001.001.00
Frt 1.001.000.85
Flt Protected 0.951.001.00
Satd. Flow (prot)344051361498
Flt Permitted 0.951.001.00
Satd. Flow (perm)344051361498
Peak-hour factor, PHF1.001.001.001.00Adj. Flow (vph)212144273RTOR Reduction (vph)00049Lane Group Flow (vph)012344224Confl. Peds. (#/hr)1919 19Heavy Vehicles (%)2%2%2%2%Bus Blockages (#/hr)0408
Turn Type ProtProtNAPermProtected Phases 774Permitted Phases 4Actuated Green, G (s)8.339.239.2Effective Green, g (s)8.339.239.2Actuated g/C Ratio 0.070.330.33Clearance Time (s)5.05.05.0Vehicle Extension (s)2.02.02.0
Lane Grp Cap (vph)2371677489v/s Ratio Prot c0.040.09v/s Ratio Perm 0.02v/c Ratio 0.520.260.05Uniform Delay, d1 53.929.827.6Progression Factor 1.050.991.00Incremental Delay, d2 0.80.40.2Delay (s)57.630.027.8Level of Service ECCApproach Delay (s)35.1Approach LOS D
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3052: 20 Av S & S 320 St 8/7/2015
Synchro 8 Report2025 No Action AM SK Page 7
Movement EBLEBTEBRWBUWBLWBTWBRNBLNBTNBRSBLSBT
Lane Configurations
Volume (vph)171164168198726489533714
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Width 111112111111121111121111
Grade (%)-3%2%-1%-3%
Total Lost time (s)5.05.0 4.54.5 4.55.0 5.05.5
Lane Util. Factor 0.970.91 0.970.91 1.001.00 1.001.00
Frpb, ped/bikes 1.001.00 1.001.00 1.000.99 1.000.98
Flpb, ped/bikes 1.001.00 1.001.00 1.001.00 0.991.00
Frt 1.000.99 1.000.99 1.000.94 1.000.89
Flt Protected 0.951.00 0.951.00 0.951.00 0.951.00
Satd. Flow (prot)34024978 331848311703171417071605
Flt Permitted 0.951.00 0.951.00 0.721.00 0.751.00
Satd. Flow (perm)34024978 331848311290171413521605
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)171164168198726489533714RTOR Reduction (vph)0200040030037Lane Group Flow (vph)17117070027770 09503720Confl. Peds. (#/hr)771818184412Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)040404040440
Turn Type ProtNA ProtProtNAD.P+PNAD.P+PNAProtected Phases 52 116 74 38Permitted Phases 8 4Actuated Green, G (s)9.777.0 6.373.6 18.213.7 18.216.6Effective Green, g (s)9.777.0 6.373.6 17.213.2 17.216.1Actuated g/C Ratio0.080.64 0.050.61 0.140.11 0.140.13Clearance Time (s)5.05.0 4.54.5 4.04.5 4.55.0Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)2743194 1742963 188188 205215v/s Ratio Prot 0.05c0.34 0.01c0.16 0.000.00c0.010.01v/s Ratio Perm 0.01 c0.02v/c Ratio 0.620.53 0.160.26 0.050.03 0.180.09Uniform Delay, d1 53.411.7 54.310.7 44.347.7 45.045.5Progression Factor0.951.62 0.770.54 1.001.00 1.011.25Incremental Delay, d21.90.4 0.10.2 0.00.0 0.20.1Delay (s)52.619.4 41.96.0 44.447.7 45.556.8Level of Service DB DA DD DEApproach Delay (s)22.4 7.2 45.9 52.3Approach LOS C A D D
Intersection Summary
HCM 2000 Control Delay 19.2HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.46Actuated Cycle Length (s) 120.0Sum of lost time (s)19.5Intersection Capacity Utilization 64.0%ICU Level of Service BAnalysis Period (min)15Description: 9/24/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3052: 20 Av S & S 320 St 8/7/2015
Synchro 8 Report2025 No Action AM SK Page 8
Movement SBR
Lane Configurations
Volume (vph)43
Ideal Flow (vphpl)1900
Lane Width 12
Grade (%)
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF1.00Adj. Flow (vph)43RTOR Reduction (vph)0Lane Group Flow (vph)0Confl. Peds. (#/hr)12Heavy Vehicles (%)1%Bus Blockages (#/hr)4
Turn TypeProtected PhasesPermitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Vehicle Extension (s)
Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3055: 23 Av S & S 320 St 8/7/2015
Synchro 8 Report2025 No Action AM SK Page 9
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)165134725166824159323324353639968
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)5%-5%1%0%
Total Lost time (s)4.54.5 5.55.5 5.06.05.55.06.0
Lane Util. Factor 0.970.91 0.970.91 1.001.001.000.971.00
Frpb, ped/bikes 1.001.00 1.001.00 1.001.000.981.000.99
Flpb, ped/bikes 1.001.00 1.001.00 1.001.001.001.001.00
Frt 1.001.00 1.000.98 1.001.000.851.000.94
Flt Protected 0.951.00 0.951.00 0.951.001.000.951.00
Satd. Flow (prot)324049013483508717331735150633591652
Flt Permitted 0.951.00 0.951.00 0.951.001.000.951.00
Satd. Flow (perm)324049013483508717331735150633591652
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)165134725166824159323324353639968RTOR Reduction (vph)010022000380230Lane Group Flow (vph)165137101669610323323973631440Confl. Peds. (#/hr)25 2510 1017 174 4Heavy Vehicles (%)2%2%2%1%1%1%2%2%2%3%3%3%Bus Blockages (#/hr)166101041641666104
Turn Type ProtNA ProtNA ProtNApm+ovProtNAProtected Phases 74 38 52316Permitted Phases 2Actuated Green, G (s)10.545.9 10.545.9 13.627.437.916.230.0Effective Green, g (s)10.545.9 10.545.9 13.126.937.915.729.5Actuated g/C Ratio0.090.38 0.090.38 0.110.220.320.130.25Clearance Time (s)4.54.5 5.55.5 4.55.55.54.55.5Vehicle Extension (s)2.02.0 2.02.0 2.02.02.02.02.0
Lane Grp Cap (vph)2831874 3041945 189388544439406v/s Ratio Prot 0.05c0.28 0.050.19 0.02c0.19c0.06c0.110.09v/s Ratio Perm 0.20v/c Ratio 0.580.73 0.550.49 0.170.860.730.830.35Uniform Delay, d1 52.631.8 52.528.2 48.544.736.550.837.4Progression Factor1.001.12 0.620.67 1.091.021.031.051.18Incremental Delay, d21.92.5 0.80.7 0.216.14.310.90.2Delay (s)54.538.0 33.219.5 53.361.742.164.244.3Level of Service DD CB DEDEDApproach Delay (s)39.8 21.5 50.7 57.9Approach LOS D C D E
Intersection Summary
HCM 2000 Control Delay 39.1HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.80Actuated Cycle Length (s) 120.0Sum of lost time (s)21.0Intersection Capacity Utilization 82.1%ICU Level of Service EAnalysis Period (min)15Description: TC2 - 9/24/2014c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3350: Pacific Hwy S & S 324 St 8/7/2015
Synchro 8 Report2025 No Action AM SK Page 10
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)15725226125451126511418250112
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-1%1%0%
Total Lost time (s)5.05.55.55.56.0 5.05.0 5.0
Lane Util. Factor 1.001.001.000.971.00 1.000.91 1.00
Frpb, ped/bikes 1.001.000.971.000.99 1.000.99 1.00
Flpb, ped/bikes 1.001.001.001.001.00 1.001.00 1.00
Frt 1.001.000.851.000.97 1.000.98 1.00
Flt Protected 0.951.001.000.951.00 0.951.00 0.95
Satd. Flow (prot)17781812110133751774 17734989 1730
Flt Permitted 0.951.001.000.951.00 0.951.00 0.95
Satd. Flow (perm)17781812110133751774 17734989 1730
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)15725226125451126511418250112RTOR Reduction (vph)0021 0900015000Lane Group Flow (vph)157252512547007716530013Confl. Peds. (#/hr)16 1616 1699 988Heavy Vehicles (%)2%2%2%2%2%2%1%1%1%1%1%1%Bus Blockages (#/hr)0872 620620808
Turn Type ProtNAPermProtNA ProtProtNA ProtProtProtected Phases 74 38 552 11Permitted Phases 4Actuated Green, G (s)15.823.823.88.416.4 7.965.2 2.6Effective Green, g (s)15.323.323.37.915.9 7.965.2 2.6Actuated g/C Ratio0.130.190.190.070.13 0.070.54 0.02Clearance Time (s)4.55.05.05.05.5 5.05.0 5.0Vehicle Extension (s)2.02.02.02.02.0 2.02.0 2.0
Lane Grp Cap (vph)226351213222235 1162710 37v/s Ratio Prot c0.09c0.14 0.040.03 c0.04c0.33 0.01v/s Ratio Perm 0.00v/c Ratio 0.690.720.020.560.20 0.660.61 0.35Uniform Delay, d1 50.145.339.154.446.4 54.818.7 57.9Progression Factor1.001.001.000.910.84 1.001.00 1.11Incremental Delay, d27.35.70.01.90.2 10.51.0 2.0Delay (s)57.451.039.251.539.2 65.319.7 66.3Level of Service E DDDD EB EApproach Delay (s)52.6 47.7 21.8Approach LOS D D C
Intersection Summary
HCM 2000 Control Delay 25.3HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.68Actuated Cycle Length (s) 120.0Sum of lost time (s)21.0Intersection Capacity Utilization 78.4%ICU Level of Service DAnalysis Period (min)15Description: 9/24/2014 -Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3350: Pacific Hwy S & S 324 St 8/7/2015
Synchro 8 Report2025 No Action AM SK Page 11
Movement SBTSBR
Lane Configurations
Volume (vph)51063
Ideal Flow (vphpl)19001900
Grade (%)0%
Total Lost time (s)5.0
Lane Util. Factor 0.91
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.98
Flt Protected 1.00
Satd. Flow (prot)4989
Flt Permitted 1.00
Satd. Flow (perm)4989
Peak-hour factor, PHF1.001.00Adj. Flow (vph)51063RTOR Reduction (vph)100Lane Group Flow (vph)5630Confl. Peds. (#/hr)8Heavy Vehicles (%)1%1%Bus Blockages (#/hr)62
Turn Type NAProtected Phases 6Permitted PhasesActuated Green, G (s)59.9Effective Green, g (s)59.9Actuated g/C Ratio0.50Clearance Time (s)5.0Vehicle Extension (s)2.0
Lane Grp Cap (vph)2490v/s Ratio Prot 0.11v/s Ratio Permv/c Ratio 0.23Uniform Delay, d1 17.0Progression Factor0.42Incremental Delay, d20.2Delay (s)7.3Level of Service AApproach Delay (s)8.7Approach LOS A
Intersection Summary
Appendix C
Future Action Geometries, Turning Movement Forecasts,
and LOS Analysis Results
HCM Signalized Intersection Capacity Analysis
60: Military Rd S & S 272 St 8/7/2015
Synchro 8 Report2025 Action AMSK Page 1
Movement EBUEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBT
Lane Configurations
Volume (vph)23335444154614648550260812853152
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-3%0%0%-3%
Total Lost time (s)5.05.06.05.05.0 5.05.05.05.05.0
Lane Util. Factor 1.000.951.001.000.95 0.971.001.001.001.00
Frpb, ped/bikes 1.001.000.931.000.99 1.001.000.961.000.98
Flpb, ped/bikes 1.001.001.001.001.00 1.001.001.001.001.00
Frt 1.001.000.851.000.98 1.001.000.851.000.94
Flt Protected 0.951.001.000.951.00 0.951.001.000.951.00
Satd. Flow (prot)1789357814891770339034061855150117821754
Flt Permitted 0.951.001.000.951.00 0.951.001.000.951.00
Satd. Flow (perm)1789357814891770339034061855150117821754
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)23335444154614648550260812853152RTOR Reduction (vph)0009701200084018Lane Group Flow (vph)0358444576153705026084453226Confl. Peds. (#/hr)1010 1010 1010 1010Bus Blockages (#/hr)012004141220
Turn Type ProtProtNAPermProtNA ProtNAPermProtNAProtected Phases 774 38 52 16Permitted Phases 4 2Actuated Green, G (s)28.145.345.37.124.3 21.440.940.96.726.2Effective Green, g (s)28.145.344.37.124.3 21.440.940.96.726.2Actuated g/C Ratio 0.230.380.370.060.20 0.180.340.340.060.22Clearance Time (s)5.05.05.05.05.0 5.05.05.05.05.0Vehicle Extension (s)2.02.02.02.02.0 2.02.02.02.02.0
Lane Grp Cap (vph)4181350549104686 60763251199382v/s Ratio Prot c0.200.12 0.03c0.16c0.15c0.33 0.030.13v/s Ratio Perm 0.04 0.03v/c Ratio 0.860.330.100.590.78 0.830.960.090.540.59Uniform Delay, d1 44.026.524.855.045.3 47.538.826.955.142.1Progression Factor 1.001.001.001.001.00 1.001.001.001.001.00Incremental Delay, d2 15.20.70.45.38.7 8.626.30.02.81.6Delay (s)59.227.225.260.454.056.165.126.957.943.7Level of Service ECCED EECEDApproach Delay (s)38.9 54.7 57.5 46.3Approach LOS D D E D
Intersection Summary
HCM 2000 Control Delay 50.1HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.91Actuated Cycle Length (s) 120.0Sum of lost time (s)21.0Intersection Capacity Utilization 88.4%ICU Level of Service EAnalysis Period (min)15Description: Mils272c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
60: Military Rd S & S 272 St 8/7/2015
Synchro 8 Report2025 Action AMSK Page 2
Movement SBR
Lane Configurations
Volume (vph)92
Ideal Flow (vphpl)1900
Grade (%)
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF1.00Adj. Flow (vph)92RTOR Reduction (vph)0Lane Group Flow (vph)0Confl. Peds. (#/hr)10Bus Blockages (#/hr)4
Turn TypeProtected PhasesPermitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Vehicle Extension (s)
Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
670: S Peasley Cyn Rd 8/7/2015
Synchro 8 Report2025 Action AMSK Page 3
Movement EBLEBRNBLNBTSBTSBR
Lane Configurations
Volume (vph)5226414781363994313
Ideal Flow (vphpl)190019001900190019001900
Total Lost time (s)5.05.05.05.05.05.0
Lane Util. Factor0.971.000.971.001.001.00
Frt 1.000.851.001.001.000.85
Flt Protected 0.951.000.951.001.001.00
Satd. Flow (prot)343315833433186318631583
Flt Permitted 0.951.000.951.001.001.00
Satd. Flow (perm)343315833433186318631583
Peak-hour factor, PHF1.001.001.001.001.001.00Adj. Flow (vph)5226414781363994313RTOR Reduction (vph)022800047Lane Group Flow (vph)5224134781363994266
Turn Type ProtPermProtNANAPermProtected Phases 4 526Permitted Phases 4 6Actuated Green, G (s)26.026.016.084.063.063.0Effective Green, g (s)26.026.016.084.063.063.0Actuated g/C Ratio0.220.220.130.700.520.52Clearance Time (s)5.05.05.05.05.05.0Vehicle Extension (s)2.02.02.02.02.02.0
Lane Grp Cap (vph)7433424571304978831v/s Ratio Prot 0.15 0.14c0.730.53v/s Ratio Perm c0.26 0.17v/c Ratio 0.701.211.051.051.020.32Uniform Delay, d1 43.447.052.018.028.516.3Progression Factor1.001.001.001.000.690.46Incremental Delay, d22.5117.854.637.619.30.3Delay (s)45.9164.8106.655.638.97.7Level of Service DFFEDAApproach Delay (s)111.4 68.931.4Approach LOS F EC
Intersection Summary
HCM 2000 Control Delay 69.0HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 1.13Actuated Cycle Length (s) 120.0Sum of lost time (s)15.0Intersection Capacity Utilization 100.3%ICU Level of Service GAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
1050: Pacific Hwy S & S 288 St 8/7/2015
Synchro 8 Report2025 Action AMSK Page 4
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)9110362166305172578365491
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Width 121412121112121212121211
Grade (%)14%-7%-2%
Total Lost time (s)6.0 5.55.55.5 5.55.5 5.0
Lane Util. Factor 1.00 0.950.951.00 1.000.91 0.97
Frpb, ped/bikes 1.00 1.001.000.97 1.000.99 1.00
Flpb, ped/bikes 1.00 1.001.001.00 1.001.00 1.00
Frt 1.00 1.001.000.85 1.000.98 1.00
Flt Protected 0.98 0.950.951.00 0.951.00 0.95
Satd. Flow (prot)179816941707156918055022 3318
Flt Permitted 0.98 0.950.951.00 0.951.00 0.95
Satd. Flow (perm)179816941707156918055022 3318
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)9110362166305172578365491RTOR Reduction (vph)000002650010000Lane Group Flow (vph)02000110112400829330095Confl. Peds. (#/hr)101013132222221818Confl. Bikes (#/hr)2 1Heavy Vehicles (%)2%2%2%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)609906906060
Turn Type SplitNA SplitNAPermProtProtNA ProtProtProtected Phases 77 88 552 11Permitted Phases 8Actuated Green, G (s)20.7 15.615.615.6 1.255.4 6.3Effective Green, g (s)19.7 15.615.615.6 1.755.9 6.8Actuated g/C Ratio 0.16 0.130.130.13 0.010.47 0.06Clearance Time (s)5.0 5.55.55.5 6.06.0 5.5Vehicle Extension (s)2.0 2.02.02.0 2.02.0 2.0
Lane Grp Cap (vph)295 220221203 252339 188v/s Ratio Prot c0.11 0.06c0.07 0.00c0.58 c0.03v/s Ratio Perm 0.03v/c Ratio 0.68 0.500.510.20 0.321.25 0.51Uniform Delay, d1 47.2 48.648.646.6 58.632.0 55.0Progression Factor 1.00 0.980.983.27 1.141.01 0.83Incremental Delay, d2 4.8 0.60.70.2 2.7117.9 0.7Delay (s)52.0 48.548.4152.6 69.4150.3 46.4Level of Service D DDF EF DApproach Delay (s)52.0 108.7 150.1Approach LOS D F F
Intersection Summary
HCM 2000 Control Delay 121.2HCM 2000 Level of Service FHCM 2000 Volume to Capacity ratio 0.96Actuated Cycle Length (s) 120.0Sum of lost time (s)22.0Intersection Capacity Utilization 113.4%ICU Level of Service HAnalysis Period (min)15Description: Traffic Count Consultant - 10/01/2014
HCM Signalized Intersection Capacity Analysis
1050: Pacific Hwy S & S 288 St 8/7/2015
Synchro 8 Report2025 Action AMSK Page 5
Movement SBTSBR
Lane Configurations
Volume (vph)52424
Ideal Flow (vphpl)19001900
Lane Width 1212
Grade (%)2%
Total Lost time (s)5.0
Lane Util. Factor0.91
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.99
Flt Protected 1.00
Satd. Flow (prot)4974
Flt Permitted 1.00
Satd. Flow (perm)4974
Peak-hour factor, PHF1.001.00Adj. Flow (vph)52424RTOR Reduction (vph)20Lane Group Flow (vph)5460Confl. Peds. (#/hr)18Confl. Bikes (#/hr)4Heavy Vehicles (%)1%1%Bus Blockages (#/hr)90
Turn Type NAProtected Phases 6Permitted PhasesActuated Green, G (s)60.5Effective Green, g (s)61.0Actuated g/C Ratio0.51Clearance Time (s)5.5Vehicle Extension (s)2.0
Lane Grp Cap (vph)2528v/s Ratio Prot c0.11v/s Ratio Permv/c Ratio 0.22Uniform Delay, d1 16.3Progression Factor0.97Incremental Delay, d20.2Delay (s)16.0Level of Service BApproach Delay (s)20.4Approach LOSC
Intersection Summary
HCM Signalized Intersection Capacity Analysis
1050: Pacific Hwy S & S 288 St 8/7/2015
Synchro 8 Report2025 Action AMSK Page 6
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
1056: Military Rd S & S 288 St 8/7/2015
Synchro 8 Report2025 Action AMSK Page 7
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)215468527519421417549517110521869
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Width 121112121112121111121111
Grade (%)-5%8%3%-3%
Total Lost time (s)5.55.5 4.54.5 5.05.05.05.55.55.5
Lane Util. Factor 1.000.95 1.000.95 1.001.001.001.001.001.00
Frpb, ped/bikes 1.001.00 1.000.98 1.001.000.971.001.000.97
Flpb, ped/bikes 1.001.00 1.001.00 0.991.001.001.001.001.00
Frt 1.000.98 1.000.92 1.001.000.851.001.000.85
Flt Protected 0.951.00 0.951.00 0.951.001.000.951.001.00
Satd. Flow (prot)1824345717163008174617841462179518461521
Flt Permitted 0.951.00 0.951.00 0.561.001.000.231.001.00
Satd. Flow (perm)182434571716300810361784146243618461521
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)215468527519421417549517110521869RTOR Reduction (vph)0700184000100000Lane Group Flow (vph)21551307522401754957110521869Confl. Peds. (#/hr)16166620203535Confl. Bikes (#/hr)1Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)120001012200
Turn Type ProtNA ProtNAD.P+PNAPermD.P+PNApm+ovProtected Phases 52 16 38 745Permitted Phases 4 88 4Actuated Green, G (s)17.423.0 6.712.3 36.631.031.036.627.945.3Effective Green, g (s)17.423.0 6.712.3 36.631.031.036.627.945.3Actuated g/C Ratio0.200.26 0.080.14 0.420.360.360.420.320.52Clearance Time (s)5.55.5 4.54.5 5.05.05.05.55.55.5Vehicle Extension (s)2.02.0 2.02.0 2.02.02.02.02.02.0
Lane Grp Cap (vph)365916 132426 508637522271593793v/s Ratio Prot 0.12c0.15 0.04c0.07c0.03c0.28 0.020.120.02v/s Ratio Perm 0.11 0.050.14 0.03v/c Ratio 0.590.56 0.570.53 0.340.780.140.390.370.09Uniform Delay, d1 31.527.5 38.734.5 16.224.818.917.122.710.4Progression Factor1.001.00 1.001.00 1.001.001.001.001.001.00Incremental Delay, d21.60.4 3.30.5 0.15.40.00.30.10.0Delay (s)33.028.0 42.035.1 16.330.218.917.522.810.4Level of Service CC DD BCBBCBApproach Delay (s)29.4 36.2 25.0 19.2Approach LOS C D C B
Intersection Summary
HCM 2000 Control Delay 27.6HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.67Actuated Cycle Length (s) 86.8Sum of lost time (s)20.5Intersection Capacity Utilization 75.1%ICU Level of Service DAnalysis Period (min)15Description: Traffic Count Consultant - 10/01/2014
HCM Signalized Intersection Capacity Analysis
1056: Military Rd S & S 288 St 8/7/2015
Synchro 8 Report2025 Action AMSK Page 8
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3028: 21 Av SW & SW 320 St 8/7/2015
Synchro 8 Report2025 Action AMSK Page 9
Movement EBLEBTEBRWBUWBLWBTWBRNBLNBTNBRSBLSBT
Lane Configurations
Volume (vph)3615388137110200195637261879282
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)3%3%-2%2%
Total Lost time (s)4.54.5 5.05.0 5.05.05.04.54.5
Lane Util. Factor 1.000.95 0.970.95 1.001.001.001.000.95
Frpb, ped/bikes 1.001.00 1.001.00 1.001.000.991.001.00
Flpb, ped/bikes 1.001.00 1.001.00 1.001.001.001.001.00
Frt 1.000.98 1.000.99 1.001.000.851.000.97
Flt Protected 0.951.00 0.951.00 0.951.001.000.951.00
Satd. Flow (prot)17433383 3366344817891900157917403376
Flt Permitted 0.951.00 0.101.00 0.421.001.000.201.00
Satd. Flow (perm)17433383 3463448 800190015793753376
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)3615388137110200195637261879282RTOR Reduction (vph)010 000600056019Lane Group Flow (vph)3616090014721305637256279337Confl. Peds. (#/hr)3 3108 82 23Confl. Bikes (#/hr)1Heavy Vehicles (%)2%2%2%2%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)046062020446
Turn Type ProtNAcustomProtNAD.P+PNApm+ovD.P+PNAProtected Phases 16 52 745!38Permitted Phases 5!8 44Actuated Green, G (s)28.923.2 41.035.3 36.829.870.836.828.8Effective Green, g (s)28.923.2 41.035.3 36.829.870.836.828.8Actuated g/C Ratio0.240.19 0.340.29 0.310.250.590.310.24Clearance Time (s)4.54.5 5.05.0 5.05.05.04.54.5Vehicle Extension (s)2.02.0 2.02.0 2.02.02.02.02.0
Lane Grp Cap (vph)419654 1181014 311471997194810v/s Ratio Prot 0.21c0.18 0.06 0.01c0.200.190.02c0.10v/s Ratio Perm c0.43 0.04 0.160.10v/c Ratio 0.860.93 1.250.21 0.180.790.560.410.42Uniform Delay, d1 43.647.6 39.531.9 35.242.215.131.838.5Progression Factor1.001.00 1.001.00 1.001.001.001.431.37Incremental Delay, d215.919.9 163.00.0 0.112.70.40.41.1Delay (s)59.667.5 202.531.9 35.354.815.645.953.8Level of Service EE FC DDBDDApproach Delay (s)64.6 100.4 30.6 52.3Approach LOS E F C D
Intersection Summary
HCM 2000 Control Delay 54.8HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.99Actuated Cycle Length (s) 120.0Sum of lost time (s)19.0Intersection Capacity Utilization 80.5%ICU Level of Service DAnalysis Period (min)15Description: All Traffic Data - May 2, 2012! Phase conflict between lane groups.
HCM Signalized Intersection Capacity Analysis
3028: 21 Av SW & SW 320 St 8/7/2015
Synchro 8 Report2025 Action AMSK Page 10
Movement SBR
Lane Configurations
Volume (vph)74
Ideal Flow (vphpl)1900
Grade (%)
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF1.00Adj. Flow (vph)74RTOR Reduction (vph)0Lane Group Flow (vph)0Confl. Peds. (#/hr)3Confl. Bikes (#/hr)Heavy Vehicles (%)1%Bus Blockages (#/hr)2
Turn TypeProtected PhasesPermitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Vehicle Extension (s)
Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3028: 21 Av SW & SW 320 St 8/7/2015
Synchro 8 Report2025 Action AMSK Page 11
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3040: 1 Av S & SW 320 St/S 320 St 8/7/2015
Synchro 8 Report2025 Action AMSK Page 12
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)01384242033718305494360355125
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)5%-1%-1%1%
Total Lost time (s)4.55.5 5.05.0 5.05.0 4.54.5
Lane Util. Factor 0.951.00 0.951.00 0.951.00 0.951.00
Frpb, ped/bikes 1.000.99 1.000.99 1.000.99 1.000.98
Flpb, ped/bikes 1.001.00 1.001.00 1.001.00 1.001.00
Frt 1.000.85 1.000.85 1.000.85 1.000.85
Flt Protected 1.001.00 1.001.00 1.001.00 1.001.00
Satd. Flow (prot)34571538353515843592156035561513
Flt Permitted 1.001.00 1.001.00 1.001.00 1.001.00
Satd. Flow (perm)34571538353515843592156035561513
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)01384242033718305494360355125RTOR Reduction (vph)0094007000220084Lane Group Flow (vph)0138414803371130549414035541Confl. Peds. (#/hr)1 12 21 14 4Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)040080804408
Turn Type NAPerm NAPerm NAPerm NAPermProtected Phases 6284Permitted Phases 6284Actuated Green, G (s)71.671.6 71.171.1 38.938.9 39.439.4Effective Green, g (s)71.670.6 71.171.1 38.938.9 39.439.4Actuated g/C Ratio 0.600.59 0.590.59 0.320.32 0.330.33Clearance Time (s)4.54.5 5.05.0 5.05.0 4.54.5Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)2062904209493811645051167496v/s Ratio Prot c0.40 0.10 0.15 0.10v/s Ratio Perm 0.10 0.07 c0.27 0.03v/c Ratio 0.670.16 0.160.12 0.470.82 0.300.08Uniform Delay, d1 16.311.2 11.010.7 32.437.3 30.127.8Progression Factor 1.001.00 1.493.45 0.870.88 1.494.12Incremental Delay, d2 1.80.4 0.10.2 0.19.7 0.10.0Delay (s)18.011.6 16.637.3 28.342.5 44.9114.6Level of Service BB BD CD DFApproach Delay (s)17.1 23.9 34.6 63.1Approach LOS B C C E
Intersection Summary
HCM 2000 Control Delay 29.0HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.73Actuated Cycle Length (s) 120.0Sum of lost time (s)10.0Intersection Capacity Utilization 73.3%ICU Level of Service DAnalysis Period (min)15Description: Traffic Count Consultant - 10/15/2014c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3057: I-5 SB Ramp & S 320 St 8/7/2015
Synchro 8 Report2025 Action AMSK Page 13
Movement EBLEBTEBRWBUWBLWBTWBRNBLNBTNBRSBLSBT
Lane Configurations
Volume (vph)017394502199946 00001202
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)1%0%2%2%
Total Lost time (s)5.05.0 5.05.0 5.05.0
Lane Util. Factor 0.911.00 1.000.91 0.950.95
Frpb, ped/bikes 1.000.97 1.001.00 1.001.00
Flpb, ped/bikes 1.001.00 1.001.00 1.001.00
Frt 1.000.85 1.001.00 1.001.00
Flt Protected 1.001.00 0.951.00 0.950.95
Satd. Flow (prot)5046150917585122 16671688
Flt Permitted 1.001.00 0.951.00 0.950.95
Satd. Flow (perm)5046150917585122 16671688
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)017394502199946 00001202RTOR Reduction (vph)00195 000000000Lane Group Flow (vph)017392550201946 00006161Confl. Peds. (#/hr)2 210 5Heavy Vehicles (%)2%2%2%2%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)024042020220
Turn Type NAPermProtProtNA SplitNAProtected Phases 2 116 44Permitted Phases 2Actuated Green, G (s)68.168.1 27.090.1 9.99.9Effective Green, g (s)68.168.1 27.090.1 9.99.9Actuated g/C Ratio 0.570.57 0.220.75 0.080.08Clearance Time (s)5.05.0 5.05.0 5.05.0Vehicle Extension (s)2.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)2863856 3953845 137139v/s Ratio Prot c0.34 c0.110.18 c0.040.04v/s Ratio Perm 0.17v/c Ratio 0.610.30 0.510.25 0.450.44Uniform Delay, d1 17.113.5 40.74.6 52.452.4Progression Factor 1.486.33 1.001.00 1.001.00Incremental Delay, d2 0.90.8 0.40.2 0.80.8Delay (s)26.286.3 41.14.7 53.353.2Level of Service CF DA DDApproach Delay (s)38.6 11.1 0.0 45.6Approach LOS D B A D
Intersection Summary
HCM 2000 Control Delay 31.4HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.57Actuated Cycle Length (s) 120.0Sum of lost time (s)16.0Intersection Capacity Utilization 62.9%ICU Level of Service BAnalysis Period (min)15Description: 9/23/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3057: I-5 SB Ramp & S 320 St 8/7/2015
Synchro 8 Report2025 Action AMSK Page 14
Movement SBR
Lane Configurations
Volume (vph)419
Ideal Flow (vphpl)1900
Grade (%)
Total Lost time (s)5.0
Lane Util. Factor 0.76
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.85
Flt Protected 1.00
Satd. Flow (prot)3600
Flt Permitted 1.00
Satd. Flow (perm)3600
Peak-hour factor, PHF1.00Adj. Flow (vph)419RTOR Reduction (vph)291Lane Group Flow (vph)128Confl. Peds. (#/hr)5Heavy Vehicles (%)1%Bus Blockages (#/hr)2
Turn Type customProtected Phases 4 5Permitted PhasesActuated Green, G (s)19.9Effective Green, g (s)19.9Actuated g/C Ratio0.17Clearance Time (s)Vehicle Extension (s)
Lane Grp Cap (vph)597v/s Ratio Prot 0.04v/s Ratio Permv/c Ratio 0.21Uniform Delay, d1 43.3Progression Factor1.00Incremental Delay, d20.1Delay (s)43.4Level of Service DApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3058: I-5 NB - 320/320 EB - I-5 NB Ramps/I-5 NB Ramp & S 320 St 8/7/2015
Synchro 8 Report2025 Action AMSK Page 15
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)0685100408154222821725000
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)1%-1%2%3%
Total Lost time (s)5.05.0 5.0 5.05.06.0
Lane Util. Factor 0.911.00 0.91 0.950.951.00
Frpb, ped/bikes 1.001.00 0.99 1.001.000.99
Flpb, ped/bikes 1.001.00 1.00 1.001.001.00
Frt 1.000.85 0.95 1.001.000.85
Flt Protected 1.001.00 1.00 0.950.951.00
Satd. Flow (prot)504615754833165116691533
Flt Permitted 1.001.00 1.00 0.950.951.00
Satd. Flow (perm)504615754833165116691533
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)0685100408154222821725000RTOR Reduction (vph)00007000026000Lane Group Flow (vph)06851004011670141142699000Confl. Peds. (#/hr)2 21 110 10Heavy Vehicles (%)2%2%2%1%1%1%2%2%2%2%2%2%Bus Blockages (#/hr)020020202202
Turn Type NAFree NA SplitNAPermProtected Phases 2 6 44Permitted Phases Free 4Actuated Green, G (s)44.7120.0 44.7 65.365.365.3Effective Green, g (s)44.7120.0 44.7 65.365.364.3Actuated g/C Ratio 0.371.00 0.37 0.540.540.54Clearance Time (s)5.0 5.0 5.05.05.0Vehicle Extension (s)2.0 2.0 2.02.02.0
Lane Grp Cap (vph)187915751800 898908821v/s Ratio Prot 0.14 0.24 0.090.09v/s Ratio Perm c0.64 c0.46v/c Ratio 0.360.64 0.65 0.160.160.85Uniform Delay, d1 27.30.0 31.1 13.613.623.8Progression Factor 1.001.00 0.96 1.051.051.04Incremental Delay, d2 0.52.0 1.8 0.00.08.2Delay (s)27.92.0 31.7 14.314.333.0Level of Service CA C BBCApproach Delay (s)12.5 31.7 27.8 0.0Approach LOS B C C A
Intersection Summary
HCM 2000 Control Delay 22.4HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.79Actuated Cycle Length (s) 120.0Sum of lost time (s)10.0Intersection Capacity Utilization 67.4%ICU Level of Service CAnalysis Period (min)15Description: 9/23/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3064: Military Rd S & S 320 St/S Peasley Cyn Rd 8/7/2015
Synchro 8 Report2025 Action AMSK Page 16
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)2171027572164488318536100138157181
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Total Lost time (s)5.05.06.05.05.0 5.05.05.05.05.05.0
Lane Util. Factor 1.000.951.001.000.95 1.001.001.001.001.001.00
Frpb, ped/bikes 1.001.000.971.000.99 1.001.000.961.001.000.96
Flpb, ped/bikes 1.001.001.001.001.00 1.001.001.001.001.001.00
Frt 1.001.000.851.000.98 1.001.000.851.001.000.85
Flt Protected 0.951.001.000.951.00 0.951.001.000.951.001.00
Satd. Flow (prot)17703525152917703431175518631512175518631512
Flt Permitted 0.951.001.000.951.00 0.951.001.000.951.001.00
Satd. Flow (perm)17703525152917703431175518631512175518631512
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)2171027572164488318536100138157181RTOR Reduction (vph)0019 090006900161Lane Group Flow (vph)2171027382172303185363113815720Confl. Peds. (#/hr)1010101010101010Bus Blockages (#/hr)020020202202
Turn Type ProtNApm+ovProtNA SplitNAPermSplitNAPermProtected Phases 528168844Permitted Phases284Actuated Green, G (s)16.945.882.54.032.9 36.736.736.713.513.513.5Effective Green, g (s)16.945.880.54.032.9 36.736.736.713.513.513.5Actuated g/C Ratio0.140.380.670.030.27 0.310.310.310.110.110.11Clearance Time (s)5.05.05.05.05.0 5.05.05.05.05.05.0Vehicle Extension (s)2.02.02.02.02.0 2.02.02.02.02.02.0
Lane Grp Cap (vph)2491345110259940 536569462197209170v/s Ratio Prot 0.12c0.290.010.01c0.21 0.18c0.29 0.08c0.08v/s Ratio Perm 0.01 0.02 0.01v/c Ratio 0.870.760.030.360.77 0.590.940.070.700.750.12Uniform Delay, d1 50.532.46.756.740.1 35.340.629.551.351.647.9Progression Factor1.351.173.281.001.00 1.001.001.001.001.001.00Incremental Delay, d222.53.50.01.36.0 1.223.90.08.812.60.1Delay (s)90.541.421.858.146.1 36.564.529.560.164.248.0Level of Service FDCED DECEEDApproach Delay (s)48.7 46.4 51.5 56.9Approach LOS D D D E
Intersection Summary
HCM 2000 Control Delay 50.1HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.86Actuated Cycle Length (s) 120.0Sum of lost time (s)21.0Intersection Capacity Utilization 85.3%ICU Level of Service EAnalysis Period (min)15Description: Mils320c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4050: Pacific Hwy S & S 336 St 8/7/2015
Synchro 8 Report2025 Action AMSK Page 17
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBUSBLSBT
Lane Configurations
Volume (vph)31336513764292483301433107834562
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)1%1%3%-3%
Total Lost time (s)4.55.55.54.55.5 5.05.0 5.55.5
Lane Util. Factor 1.001.001.001.000.95 0.970.91 1.000.91
Frpb, ped/bikes 1.001.000.981.001.00 1.001.00 1.001.00
Flpb, ped/bikes 1.001.001.001.001.00 1.001.00 1.001.00
Frt 1.001.000.851.000.98 1.000.99 1.001.00
Flt Protected 0.951.001.000.951.00 0.951.00 0.951.00
Satd. Flow (prot)1733187215391749345834014956 17965134
Flt Permitted 0.441.001.000.241.00 0.951.00 0.951.00
Satd. Flow (perm)80418721539437345834014956 17965134
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)31336513764292483301433107834562RTOR Reduction (vph)00102013 0050000Lane Group Flow (vph)3133653564327033015350042562Confl. Peds. (#/hr)6 67 73 333Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%2%2%2%Bus Blockages (#/hr)604426260604
Turn Type D.P+PNAPermD.P+PNA ProtNA ProtProtNAProtected Phases 74 38 52 116Permitted Phases 8 44Actuated Green, G (s)35.930.630.635.925.4 15.456.0 7.648.2Effective Green, g (s)35.930.630.635.925.4 15.456.0 7.648.2Actuated g/C Ratio0.300.260.260.300.21 0.130.47 0.060.40Clearance Time (s)4.55.55.54.55.5 5.05.0 5.55.5Vehicle Extension (s)2.02.02.02.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)321477392188731 4362312 1132062v/s Ratio Prot c0.090.20 0.010.09 0.10c0.31 c0.020.11v/s Ratio Perm c0.21 0.020.09v/c Ratio 0.980.770.090.340.45 0.760.66 0.370.27Uniform Delay, d1 39.641.434.145.741.2 50.524.7 53.924.1Progression Factor1.141.063.421.121.02 1.101.44 1.011.01Incremental Delay, d241.86.20.00.40.1 6.41.5 0.80.3Delay (s)86.750.1116.551.542.3 62.137.2 55.124.6Level of Service FDFDD ED ECApproach Delay (s)75.3 43.8 41.6 24.2Approach LOS E D D C
Intersection Summary
HCM 2000 Control Delay 45.3HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.75Actuated Cycle Length (s) 120.0Sum of lost time (s)20.5Intersection Capacity Utilization 83.2%ICU Level of Service EAnalysis Period (min)15Description: 9/18/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4050: Pacific Hwy S & S 336 St 8/7/2015
Synchro 8 Report2025 Action AMSK Page 18
Movement SBR
Lane Configurations
Volume (vph)198
Ideal Flow (vphpl)1900
Grade (%)
Total Lost time (s)4.5
Lane Util. Factor 1.00
Frpb, ped/bikes 0.99
Flpb, ped/bikes 1.00
Frt 0.85
Flt Protected 1.00
Satd. Flow (prot)1572
Flt Permitted 1.00
Satd. Flow (perm)1572
Peak-hour factor, PHF1.00Adj. Flow (vph)198RTOR Reduction (vph)101Lane Group Flow (vph)97Confl. Peds. (#/hr)3Heavy Vehicles (%)2%Bus Blockages (#/hr)2
Turn Type pm+ovProtected Phases 7Permitted Phases 6Actuated Green, G (s)58.7Effective Green, g (s)58.7Actuated g/C Ratio0.49Clearance Time (s)4.5Vehicle Extension (s)2.0
Lane Grp Cap (vph)768v/s Ratio Prot 0.01v/s Ratio Perm0.05v/c Ratio 0.13Uniform Delay, d1 16.7Progression Factor1.00Incremental Delay, d20.0Delay (s)16.7Level of Service BApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
4848: Pacific Hwy S & S 348 St 8/7/2015
Synchro 8 Report2025 Action AMSK Page 19
Movement EBUEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBL
Lane Configurations
Volume (vph)6681222103423832101219770776271
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)4%1%2%
Total Lost time (s)4.55.0 5.05.0 5.05.05.05.5
Lane Util. Factor 1.000.91 0.970.91 0.970.860.860.97
Frpb, ped/bikes 1.001.00 1.001.00 1.000.990.991.00
Flpb, ped/bikes 1.001.00 1.001.00 0.991.001.001.00
Frt 1.000.99 1.000.98 1.000.950.851.00
Flt Protected 0.951.00 0.951.00 0.951.001.000.95
Satd. Flow (prot)1737496833694916 3264434512943485
Flt Permitted 0.951.00 0.951.00 0.541.001.000.95
Satd. Flow (perm)1737496833694916 1863434512943485
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)6681222103423832101219770776271RTOR Reduction (vph)007001100087420Lane Group Flow (vph)0741318042392200199100133971Confl. Peds. (#/hr)55 5 103 32Heavy Vehicles (%)1%1%1%1%3%3%3%2%5%5%5%2%Bus Blockages (#/hr)220222202200
Turn Type ProtProtNA ProtNAcustomProtNApm+ovProtProtected Phases 774 38 5231Permitted Phases 5 2Actuated Green, G (s)6.048.0 8.951.4 21.637.146.05.5Effective Green, g (s)6.048.0 8.951.4 21.637.146.05.5Actuated g/C Ratio 0.050.40 0.070.43 0.180.310.380.05Clearance Time (s)4.55.0 5.05.0 5.05.05.05.5Vehicle Extension (s)2.02.0 2.02.0 2.02.02.02.0
Lane Grp Cap (vph)861987 2492105 3351343496159v/s Ratio Prot 0.04c0.27c0.130.19 c0.230.050.02v/s Ratio Perm 0.11 0.21v/c Ratio 0.860.66 1.700.44 0.590.750.680.45Uniform Delay, d1 56.629.4 55.524.1 45.237.230.955.8Progression Factor 0.840.87 0.631.06 1.301.421.620.71Incremental Delay, d2 47.61.5316.00.1 1.61.72.60.7Delay (s)95.427.0350.925.6 60.254.352.540.6Level of Service FC FC EDDDApproach Delay (s)30.7 127.0 54.6Approach LOS C F D
Intersection Summary
HCM 2000 Control Delay 66.9HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 0.78Actuated Cycle Length (s) 120.0Sum of lost time (s)20.5Intersection Capacity Utilization 91.1%ICU Level of Service FAnalysis Period (min)15Description: 9/11/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4848: Pacific Hwy S & S 348 St 8/7/2015
Synchro 8 Report2025 Action AMSK Page 20
Movement SBTSBR
Lane Configurations
Volume (vph)26372
Ideal Flow (vphpl)19001900
Grade (%)-3%
Total Lost time (s)5.5
Lane Util. Factor 0.91
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.97
Flt Protected 1.00
Satd. Flow (prot)4967
Flt Permitted 1.00
Satd. Flow (perm)4967
Peak-hour factor, PHF1.001.00Adj. Flow (vph)26372RTOR Reduction (vph)510Lane Group Flow (vph)2840Confl. Peds. (#/hr)2Heavy Vehicles (%)2%2%Bus Blockages (#/hr)22
Turn Type NAProtected Phases 6Permitted PhasesActuated Green, G (s)21.0Effective Green, g (s)21.0Actuated g/C Ratio0.18Clearance Time (s)5.5Vehicle Extension (s)2.0
Lane Grp Cap (vph)869v/s Ratio Prot c0.06v/s Ratio Permv/c Ratio 0.33Uniform Delay, d1 43.3Progression Factor0.95Incremental Delay, d20.1Delay (s)41.4Level of Service DApproach Delay (s)41.3Approach LOSD
Intersection Summary
HCM Signalized Intersection Capacity Analysis
5246: Pacific Hwy S & S 356 St 8/7/2015
Synchro 8 Report2025 Action AMSK Page 21
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBUSBLSBT
Lane Configurations
Volume (vph)59727117441383308887339311567
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-1%-3%2%-2%
Total Lost time (s)7.05.05.06.05.0 4.54.5 5.55.5
Lane Util. Factor 0.971.001.001.000.95 0.970.91 1.000.91
Frpb, ped/bikes 1.001.001.001.001.00 1.001.00 1.001.00
Flpb, ped/bikes 1.001.001.001.001.00 1.001.00 1.001.00
Frt 1.001.000.851.000.99 1.000.99 1.000.98
Flt Protected 0.951.001.000.951.00 0.951.00 0.951.00
Satd. Flow (prot)3470189115941764351532404756 17594921
Flt Permitted 0.951.001.000.381.00 0.951.00 0.251.00
Satd. Flow (perm)347018911594703351532404756 4674921
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)59727117441383308887339311567RTOR Reduction (vph)00130 0600300015Lane Group Flow (vph)59727144414070889090014642Confl. Peds. (#/hr)1 1 10Heavy Vehicles (%)1%1%1%3%3%3%7%7%7%2%4%4%Bus Blockages (#/hr)202202020002
Turn Type ProtNAPermD.P+PNA ProtNAcustomD.P+PNAProtected Phases 74 38 52 16Permitted Phases 44 12Actuated Green, G (s)16.430.230.237.720.3 12.858.1 60.347.5Effective Green, g (s)16.430.230.237.720.3 13.859.1 60.347.5Actuated g/C Ratio0.140.250.250.310.17 0.120.49 0.500.40Clearance Time (s)7.05.05.06.05.0 5.55.5 5.55.5Vehicle Extension (s)2.02.02.02.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)474475401287594 3722342 2581947v/s Ratio Prot c0.170.14 0.01c0.12 0.03c0.19 0.00c0.13v/s Ratio Perm 0.030.04 0.03v/c Ratio 1.260.570.110.140.69 0.240.39 0.050.33Uniform Delay, d1 51.839.234.537.646.8 48.319.1 15.325.2Progression Factor0.970.921.191.021.49 1.001.00 1.151.14Incremental Delay, d2131.30.90.00.12.6 0.10.5 0.00.4Delay (s)181.537.241.238.372.5 48.419.6 17.629.0Level of Service FDDDE DB BCApproach Delay (s)120.5 69.4 22.1 28.8Approach LOS F E C C
Intersection Summary
HCM 2000 Control Delay 62.7HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 0.60Actuated Cycle Length (s) 120.0Sum of lost time (s)22.0Intersection Capacity Utilization 67.6%ICU Level of Service CAnalysis Period (min)15Description: 9/10/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
5246: Pacific Hwy S & S 356 St 8/7/2015
Synchro 8 Report2025 Action AMSK Page 22
Movement SBR
Lane Configurations
Volume (vph)90
Ideal Flow (vphpl)1900
Grade (%)
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF1.00Adj. Flow (vph)90RTOR Reduction (vph)0Lane Group Flow (vph)0Confl. Peds. (#/hr)Heavy Vehicles (%)4%Bus Blockages (#/hr)0
Turn TypeProtected PhasesPermitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Vehicle Extension (s)
Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
2550: Pacific Hwy S & S 312 St 8/7/2015
Synchro 8 Report2025 Action AMSK Page 1
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBLSBT
Lane Configurations
Volume (vph)43236544361448635613033042580
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Width 121112121112121212121212
Grade (%)1%0%0%0%
Total Lost time (s)5.56.0 5.56.5 5.05.0 5.05.0
Lane Util. Factor 1.000.95 1.000.95 0.970.91 1.000.91
Frpb, ped/bikes 1.001.00 1.000.99 1.001.00 1.001.00
Flpb, ped/bikes 0.991.00 0.991.00 1.001.00 1.001.00
Frt 1.000.98 1.000.94 1.001.00 1.001.00
Flt Protected 0.951.00 0.951.00 0.951.00 0.951.00
Satd. Flow (prot)1725336017493187 3439506817735108
Flt Permitted 0.611.00 0.411.00 0.951.00 0.951.00
Satd. Flow (perm)11023360 7583187 3439506817735108
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)43236544361448635613033042580RTOR Reduction (vph)0900650002000Lane Group Flow (vph)43240003616500591331042580Confl. Peds. (#/hr)1414292942424229Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)624446446224
Turn Type D.P+PNAD.P+PNA ProtProtNA ProtNAProtected Phases 74 38 552 16Permitted Phases 8 4Actuated Green, G (s)46.232.0 46.729.7 8.047.5 6.345.8Effective Green, g (s)44.231.0 44.728.7 8.047.5 6.345.8Actuated g/C Ratio0.370.26 0.370.24 0.070.40 0.050.38Clearance Time (s)4.55.0 4.55.5 5.05.0 5.05.0Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)486868 395762 2292006 931949v/s Ratio Prot c0.110.12 0.010.05 0.02c0.26c0.020.11v/s Ratio Perm c0.21 0.02v/c Ratio 0.890.46 0.090.22 0.260.66 0.450.30Uniform Delay, d1 33.137.5 28.736.6 53.229.7 55.225.9Progression Factor1.280.96 1.391.44 0.710.52 1.161.41Incremental Delay, d217.10.1 0.00.1 0.21.6 1.20.4Delay (s)59.336.0 39.852.7 37.917.0 65.236.7Level of Service ED DD DB EDApproach Delay (s)48.0 50.9 17.9 61.7Approach LOS D D B E
Intersection Summary
HCM 2000 Control Delay 38.5HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.75Actuated Cycle Length (s) 120.0Sum of lost time (s)22.0Intersection Capacity Utilization 94.4%ICU Level of Service FAnalysis Period (min)15Description: 9/25/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
2550: Pacific Hwy S & S 312 St 8/7/2015
Synchro 8 Report2025 Action AMSK Page 2
Movement SBR
Lane Configurations
Volume (vph)119
Ideal Flow (vphpl)1900
Lane Width 12
Grade (%)
Total Lost time (s)6.0
Lane Util. Factor1.00
Frpb, ped/bikes 0.95
Flpb, ped/bikes 1.00
Frt 0.85
Flt Protected 1.00
Satd. Flow (prot)1487
Flt Permitted 1.00
Satd. Flow (perm)1487
Peak-hour factor, PHF1.00Adj. Flow (vph)119RTOR Reduction (vph)75Lane Group Flow (vph)44Confl. Peds. (#/hr)29Heavy Vehicles (%)1%Bus Blockages (#/hr)4
Turn Type PermProtected PhasesPermitted Phases 6Actuated Green, G (s)45.8Effective Green, g (s)44.8Actuated g/C Ratio0.37Clearance Time (s)5.0Vehicle Extension (s)2.0
Lane Grp Cap (vph)555v/s Ratio Protv/s Ratio Perm 0.03v/c Ratio 0.08Uniform Delay, d1 24.3Progression Factor7.50Incremental Delay, d20.3Delay (s)182.3Level of Service FApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
2750: Pacific Hwy S & S 316 St 8/7/2015
Synchro 8 Report2025 Action AMSK Page 3
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)653518648151393118940
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Width 121112121112121212121212
Grade (%)-2%0%2%
Total Lost time (s)5.06.0 5.56.5 4.54.5 5.0
Lane Util. Factor1.001.001.001.001.000.911.00
Frpb, ped/bikes 1.000.99 1.000.98 1.000.99 1.00
Flpb, ped/bikes 0.981.00 0.991.00 1.001.00 1.00
Frt 1.000.94 1.000.87 1.000.99 1.00
Flt Protected 0.951.00 0.951.00 0.951.00 0.95
Satd. Flow (prot)1731166016891493 17694954 1737
Flt Permitted 0.711.00 0.751.00 0.951.00 0.95
Satd. Flow (perm)1294166013381493 17694954 1737
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)653518648151393118940RTOR Reduction (vph)0300580005000Lane Group Flow (vph)6505114002315060049Confl. Peds. (#/hr)252514141919192525Heavy Vehicles (%)1%1%1%4%4%4%1%1%1%1%2%2%Bus Blockages (#/hr)674406406767
Turn Type D.P+PNAD.P+PNA ProtProtNA ProtProtProtected Phases 74 38 552 11Permitted Phases 8 4Actuated Green, G (s)13.48.6 13.412.2 4.278.8 8.8Effective Green, g (s)11.47.6 11.411.2 4.278.8 8.8Actuated g/C Ratio0.100.06 0.100.09 0.040.66 0.07Clearance Time (s)4.05.0 4.55.5 4.54.5 5.0Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.0
Lane Grp Cap (vph)123105 138139 613253 127v/s Ratio Prot c0.000.00c0.010.01 0.01c0.30 c0.03v/s Ratio Perm 0.00 c0.02v/c Ratio 0.050.05 0.370.10 0.380.46 0.39Uniform Delay, d1 49.452.8 51.149.8 56.610.2 53.0Progression Factor1.001.00 1.152.05 0.821.43 0.69Incremental Delay, d20.10.1 0.60.1 0.60.2 0.7Delay (s)49.452.9 59.5102.3 47.114.7 37.3Level of Service DD EF DB DApproach Delay (s)51.4 84.6 15.2Approach LOS D F B
Intersection Summary
HCM 2000 Control Delay 16.2HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.44Actuated Cycle Length (s) 120.0Sum of lost time (s)21.0Intersection Capacity Utilization 64.5%ICU Level of Service CAnalysis Period (min)15Description: 9/24/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
2750: Pacific Hwy S & S 316 St 8/7/2015
Synchro 8 Report2025 Action AMSK Page 4
Movement SBTSBR
Lane Configurations
Volume (vph)5716
Ideal Flow (vphpl)19001900
Lane Width 1212
Grade (%)-2%
Total Lost time (s)5.0
Lane Util. Factor0.91
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 1.00
Flt Protected 1.00
Satd. Flow (prot)5096
Flt Permitted 1.00
Satd. Flow (perm)5096
Peak-hour factor, PHF1.001.00Adj. Flow (vph)5716RTOR Reduction (vph)10Lane Group Flow (vph)5760Confl. Peds. (#/hr)25Heavy Vehicles (%)2%2%Bus Blockages (#/hr)40
Turn Type NAProtected Phases 6Permitted PhasesActuated Green, G (s)83.4Effective Green, g (s)83.4Actuated g/C Ratio0.70Clearance Time (s)5.0Vehicle Extension (s)2.0
Lane Grp Cap (vph)3541v/s Ratio Prot0.11v/s Ratio Permv/c Ratio0.16Uniform Delay, d1 6.3Progression Factor0.26Incremental Delay, d20.1Delay (s)1.7Level of Service AApproach Delay (s)4.5Approach LOS A
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3050: Pacific Hwy S & S 320 St 8/7/2015
Synchro 8 Report2025 Action AMSK Page 5
Movement EBUEBLEBTEBRWBUWBLWBTWBRNBUNBLNBTNBR
Lane Configurations
Volume (vph)11828315231011704891375991171238
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-6%0%2%
Total Lost time (s)5.55.5 5.05.55.5 5.05.0
Lane Util. Factor 0.970.91 0.970.911.00 0.970.91
Frpb, ped/bikes 1.001.00 1.001.000.97 1.000.99
Flpb, ped/bikes 1.001.00 1.001.001.00 1.001.00
Frt 1.001.00 1.001.000.85 1.000.97
Flt Protected 0.951.00 0.951.001.00 0.951.00
Satd. Flow (prot)35715255 34675081155933774927
Flt Permitted 0.951.00 0.951.001.00 0.951.00
Satd. Flow (perm)35715255 34675081155933774927
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)11828315231011704891375991171238RTOR Reduction (vph)00100009000260Lane Group Flow (vph)040115320017148947010413830Confl. Peds. (#/hr)3535 351515 152424 24Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)804040800804
Turn Type ProtProtNA ProtProtNAPermProtProtNAProtected Phases 116 552 338Permitted Phases 2Actuated Green, G (s)10.541.8 10.241.041.0 7.939.0Effective Green, g (s)10.541.8 10.241.041.0 7.939.0Actuated g/C Ratio 0.090.35 0.080.340.34 0.070.32Clearance Time (s)5.55.5 5.05.55.5 5.05.0Vehicle Extension (s)2.02.0 2.02.02.0 2.02.0
Lane Grp Cap (vph)3121830 2941736532 2221601v/s Ratio Prot c0.11c0.29 c0.050.10 0.03c0.28v/s Ratio Perm 0.03v/c Ratio 1.290.84 0.580.280.09 0.470.86Uniform Delay, d1 54.836.0 52.828.826.8 54.038.0Progression Factor 0.920.88 1.181.627.08 0.801.26Incremental Delay, d2 149.74.6 1.90.40.3 0.55.3Delay (s)200.136.1 64.146.9190.1 43.753.4Level of Service FD EDF DDApproach Delay (s)70.1 75.2 52.7Approach LOS E E D
Intersection Summary
HCM 2000 Control Delay 60.8HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 0.83Actuated Cycle Length (s) 120.0Sum of lost time (s)21.0Intersection Capacity Utilization 98.9%ICU Level of Service FAnalysis Period (min)15Description: 9/24/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3050: Pacific Hwy S & S 320 St 8/7/2015
Synchro 8 Report2025 Action AMSK Page 6
Movement SBUSBLSBTSBR
Lane Configurations
Volume (vph)412744971
Ideal Flow (vphpl)1900190019001900
Grade (%)-2%
Total Lost time (s)5.05.05.0
Lane Util. Factor 0.970.911.00
Frpb, ped/bikes1.001.000.97
Flpb, ped/bikes 1.001.001.00
Frt 1.001.000.85
Flt Protected 0.951.001.00
Satd. Flow (prot)344051361498
Flt Permitted 0.951.001.00
Satd. Flow (perm)344051361498
Peak-hour factor, PHF1.001.001.001.00Adj. Flow (vph)412744971RTOR Reduction (vph)00048Lane Group Flow (vph)013144923Confl. Peds. (#/hr)1919 19Heavy Vehicles (%)2%2%2%2%Bus Blockages (#/hr)0408
Turn Type ProtProtNAPermProtected Phases 774Permitted Phases 4Actuated Green, G (s)8.539.639.6Effective Green, g (s)8.539.639.6Actuated g/C Ratio 0.070.330.33Clearance Time (s)5.05.05.0Vehicle Extension (s)2.02.02.0
Lane Grp Cap (vph)2431694494v/s Ratio Prot c0.040.09v/s Ratio Perm 0.02v/c Ratio 0.540.270.05Uniform Delay, d1 53.929.527.4Progression Factor 1.020.951.00Incremental Delay, d2 1.10.40.2Delay (s)56.328.527.5Level of Service ECCApproach Delay (s)34.0Approach LOS C
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3052: 20 Av S & S 320 St 8/7/2015
Synchro 8 Report2025 Action AMSK Page 7
Movement EBLEBTEBRWBUWBLWBTWBRNBLNBTNBRSBLSBT
Lane Configurations
Volume (vph)2161659453010762588424412
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Width 111112111111121111121111
Grade (%)-3%2%-1%-3%
Total Lost time (s)5.05.0 4.54.5 4.55.0 5.05.5
Lane Util. Factor 0.970.91 0.970.91 1.001.00 1.001.00
Frpb, ped/bikes 1.001.00 1.001.00 1.000.99 1.000.98
Flpb, ped/bikes 1.001.00 1.001.00 1.001.00 0.991.00
Frt 1.001.00 1.000.99 1.000.95 1.000.88
Flt Protected 0.951.00 0.951.00 0.951.00 0.951.00
Satd. Flow (prot)34024989 331848231703172717071589
Flt Permitted 0.951.00 0.951.00 0.721.00 0.751.00
Satd. Flow (perm)34024989 331848231286172713551589
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)2161659453010762588424412RTOR Reduction (vph)0200050020042Lane Group Flow (vph)21617020040815 08404419Confl. Peds. (#/hr)771818184412Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)040404040440
Turn Type ProtNA ProtProtNAD.P+PNAD.P+PNAProtected Phases 52 116 74 38Permitted Phases 8 4Actuated Green, G (s)10.474.4 8.472.4 18.712.6 18.717.0Effective Green, g (s)10.474.4 8.472.4 17.712.1 17.716.5Actuated g/C Ratio0.090.62 0.070.60 0.150.10 0.150.14Clearance Time (s)5.05.0 4.54.5 4.04.5 4.55.0Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)2943093 2322909 193174 216218v/s Ratio Prot c0.06c0.34 0.01c0.17 0.000.00c0.010.01v/s Ratio Perm 0.01 c0.02v/c Ratio 0.730.55 0.170.28 0.040.02 0.200.09Uniform Delay, d1 53.513.2 52.511.4 43.948.6 44.845.2Progression Factor0.941.72 0.760.53 1.001.00 1.021.29Incremental Delay, d24.70.4 0.10.2 0.00.0 0.20.1Delay (s)55.023.0 40.26.3 43.948.6 45.758.4Level of Service EC DA DD DEApproach Delay (s)26.6 7.9 45.9 53.1Approach LOS C A D D
Intersection Summary
HCM 2000 Control Delay 22.1HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.48Actuated Cycle Length (s) 120.0Sum of lost time (s)19.5Intersection Capacity Utilization 64.1%ICU Level of Service CAnalysis Period (min)15Description: 9/24/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3052: 20 Av S & S 320 St 8/7/2015
Synchro 8 Report2025 Action AMSK Page 8
Movement SBR
Lane Configurations
Volume (vph)49
Ideal Flow (vphpl)1900
Lane Width 12
Grade (%)
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF1.00Adj. Flow (vph)49RTOR Reduction (vph)0Lane Group Flow (vph)0Confl. Peds. (#/hr)12Heavy Vehicles (%)1%Bus Blockages (#/hr)4
Turn TypeProtected PhasesPermitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Vehicle Extension (s)
Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3055: 23 Av S & S 320 St 8/7/2015
Synchro 8 Report2025 Action AMSK Page 9
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)136138223158849210363333984469981
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)5%-5%1%0%
Total Lost time (s)4.54.5 5.55.5 5.06.05.55.06.0
Lane Util. Factor 0.970.91 0.970.91 1.001.001.000.971.00
Frpb, ped/bikes 1.001.00 1.000.99 1.001.000.981.000.99
Flpb, ped/bikes 1.001.00 1.001.00 1.001.001.001.001.00
Frt 1.001.00 1.000.97 1.001.000.851.000.93
Flt Protected 0.951.00 0.951.00 0.951.001.000.951.00
Satd. Flow (prot)324049033483505417331735150633591640
Flt Permitted 0.951.00 0.951.00 0.951.001.000.951.00
Satd. Flow (perm)324049033483505417331735150633591640
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)136138223158849210363333984469981RTOR Reduction (vph)010032000380280Lane Group Flow (vph)1361404015810270363333604461520Confl. Peds. (#/hr)25 2510 1017 174 4Heavy Vehicles (%)2%2%2%1%1%1%2%2%2%3%3%3%Bus Blockages (#/hr)166101041641666104
Turn Type ProtNA ProtNA ProtNApm+ovProtNAProtected Phases 74 38 52316Permitted Phases 2Actuated Green, G (s)10.545.8 10.545.8 13.427.437.916.330.3Effective Green, g (s)10.545.8 10.545.8 12.926.937.915.829.8Actuated g/C Ratio0.090.38 0.090.38 0.110.220.320.130.25Clearance Time (s)4.54.5 5.55.5 4.55.55.54.55.5Vehicle Extension (s)2.02.0 2.02.0 2.02.02.02.02.0
Lane Grp Cap (vph)2831871 3041928 186388544442407v/s Ratio Prot 0.04c0.29 0.050.20 0.02c0.19c0.06c0.130.09v/s Ratio Perm 0.18v/c Ratio 0.480.75 0.520.53 0.190.860.661.010.37Uniform Delay, d1 52.232.1 52.328.8 48.844.735.552.137.4Progression Factor0.961.07 0.610.61 1.101.021.041.041.19Incremental Delay, d20.52.7 0.50.8 0.216.32.343.80.2Delay (s)50.637.0 32.518.4 53.862.139.297.944.7Level of Service DD CB DEDFDApproach Delay (s)38.2 20.2 49.9 82.6Approach LOS D C D F
Intersection Summary
HCM 2000 Control Delay 41.8HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.83Actuated Cycle Length (s) 120.0Sum of lost time (s)21.0Intersection Capacity Utilization 84.9%ICU Level of Service EAnalysis Period (min)15Description: TC2 - 9/24/2014c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3350: Pacific Hwy S & S 324 St 8/7/2015
Synchro 8 Report2025 Action AMSK Page 10
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)16024725121451126441420256116
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-1%1%0%
Total Lost time (s)5.05.55.55.56.0 5.05.0 5.0
Lane Util. Factor 1.001.001.000.971.00 1.000.91 1.00
Frpb, ped/bikes 1.001.000.971.000.99 1.000.99 1.00
Flpb, ped/bikes 1.001.001.001.001.00 1.001.00 1.00
Frt 1.001.000.851.000.97 1.000.98 1.00
Flt Protected 0.951.001.000.951.00 0.951.00 0.95
Satd. Flow (prot)17781812110133751774 17734986 1730
Flt Permitted 0.951.001.000.951.00 0.951.00 0.95
Satd. Flow (perm)17781812110133751774 17734986 1730
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)16024725121451126441420256116RTOR Reduction (vph)0020 0900016000Lane Group Flow (vph)160247512147007016600017Confl. Peds. (#/hr)16 1616 1699 988Heavy Vehicles (%)2%2%2%2%2%2%1%1%1%1%1%1%Bus Blockages (#/hr)0872 620620808
Turn Type ProtNAPermProtNA ProtProtNA ProtProtProtected Phases 74 38 552 11Permitted Phases 4Actuated Green, G (s)15.823.723.78.316.2 7.665.2 2.8Effective Green, g (s)15.323.223.27.815.7 7.665.2 2.8Actuated g/C Ratio0.130.190.190.060.13 0.060.54 0.02Clearance Time (s)4.55.05.05.05.5 5.05.0 5.0Vehicle Extension (s)2.02.02.02.02.0 2.02.0 2.0
Lane Grp Cap (vph)226350212219232 1122709 40v/s Ratio Prot c0.09c0.14 0.040.03 c0.04c0.33 0.01v/s Ratio Perm 0.00v/c Ratio 0.710.710.020.550.20 0.620.61 0.42Uniform Delay, d1 50.245.239.254.446.6 54.818.8 57.8Progression Factor1.001.001.000.910.84 1.001.00 1.13Incremental Delay, d28.05.20.01.70.2 7.61.0 2.5Delay (s)58.250.439.251.439.1 62.419.8 67.9Level of Service E DDDD EB EApproach Delay (s)52.7 47.5 21.5Approach LOS D D C
Intersection Summary
HCM 2000 Control Delay 24.8HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.68Actuated Cycle Length (s) 120.0Sum of lost time (s)21.0Intersection Capacity Utilization 78.5%ICU Level of Service DAnalysis Period (min)15Description: 9/24/2014 -Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3350: Pacific Hwy S & S 324 St 8/7/2015
Synchro 8 Report2025 Action AMSK Page 11
Movement SBTSBR
Lane Configurations
Volume (vph)54664
Ideal Flow (vphpl)19001900
Grade (%)0%
Total Lost time (s)5.0
Lane Util. Factor 0.91
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.98
Flt Protected 1.00
Satd. Flow (prot)4994
Flt Permitted 1.00
Satd. Flow (perm)4994
Peak-hour factor, PHF1.001.00Adj. Flow (vph)54664RTOR Reduction (vph)90Lane Group Flow (vph)6010Confl. Peds. (#/hr)8Heavy Vehicles (%)1%1%Bus Blockages (#/hr)62
Turn Type NAProtected Phases 6Permitted PhasesActuated Green, G (s)60.4Effective Green, g (s)60.4Actuated g/C Ratio0.50Clearance Time (s)5.0Vehicle Extension (s)2.0
Lane Grp Cap (vph)2513v/s Ratio Prot 0.12v/s Ratio Permv/c Ratio 0.24Uniform Delay, d1 16.8Progression Factor0.39Incremental Delay, d20.2Delay (s)6.7Level of Service AApproach Delay (s)8.4Approach LOS A
Intersection Summary
HCM Signalized Intersection Capacity Analysis
2550: Pacific Hwy S & S 312 St 8/6/2015
Synchro 8 Report2025 Action PM SK Page 1
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)263434143155624181292508647076134
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Width 121112121112121212121212
Grade (%)1%0%0%
Total Lost time (s)5.56.0 5.56.5 5.05.0 5.0
Lane Util. Factor1.000.951.000.950.970.911.00
Frpb, ped/bikes 1.000.99 1.000.99 1.000.99 1.00
Flpb, ped/bikes 1.001.00 1.001.00 1.001.00 1.00
Frt 1.000.96 1.000.97 1.000.99 1.00
Flt Protected 0.951.00 0.951.00 0.951.00 0.95
Satd. Flow (prot)1735327517553279 34395000 1773
Flt Permitted 0.111.00 0.241.00 0.951.00 0.95
Satd. Flow (perm)2003275 4353279 34395000 1773
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)263434143155624181292508647076134RTOR Reduction (vph)0250019 0006000Lane Group Flow (vph)26355201557860027992800210Confl. Peds. (#/hr)141429294242422929Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)624446446262
Turn Type D.P+PNAD.P+PNA ProtProtNA ProtProtProtected Phases 74 38 552 11Permitted Phases 8 4Actuated Green, G (s)56.834.9 57.337.5 14.043.0 20.2Effective Green, g (s)54.833.9 55.336.5 14.043.0 20.2Actuated g/C Ratio0.390.24 0.390.26 0.100.31 0.14Clearance Time (s)4.55.0 4.55.5 5.05.0 5.0Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.0
Lane Grp Cap (vph)278793 373854 3431535 255v/s Ratio Prot c0.120.17 0.060.24 c0.080.19 0.12v/s Ratio Perm c0.25 0.10v/c Ratio 0.950.70 0.420.92 0.810.60 0.82Uniform Delay, d1 40.548.4 42.750.3 61.741.3 58.2Progression Factor0.981.06 1.211.13 0.590.38 1.27Incremental Delay, d238.72.1 0.314.7 11.61.6 17.7Delay (s)78.453.5 52.071.7 47.817.3 91.3Level of Service ED DE DB FApproach Delay (s)61.3 68.6 24.3Approach LOS E E C
Intersection Summary
HCM 2000 Control Delay 53.5HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.88Actuated Cycle Length (s) 140.0Sum of lost time (s)22.0Intersection Capacity Utilization 97.7%ICU Level of Service FAnalysis Period (min)15Description: 9/25/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
2550: Pacific Hwy S & S 312 St 8/6/2015
Synchro 8 Report2025 Action PM SK Page 2
Movement SBTSBR
Lane Configurations
Volume (vph)1486472
Ideal Flow (vphpl)19001900
Lane Width 1212
Grade (%)0%
Total Lost time (s)5.06.0
Lane Util. Factor0.911.00
Frpb, ped/bikes 1.000.94
Flpb, ped/bikes 1.001.00
Frt 1.000.85
Flt Protected 1.001.00
Satd. Flow (prot)51081476
Flt Permitted 1.001.00
Satd. Flow (perm)51081476
Peak-hour factor, PHF1.001.00Adj. Flow (vph)1486472RTOR Reduction (vph)0220Lane Group Flow (vph)1486252Confl. Peds. (#/hr)29Heavy Vehicles (%)1%1%Bus Blockages (#/hr)44
Turn Type NAPermProtected Phases 6Permitted Phases 6Actuated Green, G (s)49.249.2Effective Green, g (s)49.248.2Actuated g/C Ratio0.350.34Clearance Time (s)5.05.0Vehicle Extension (s)2.02.0
Lane Grp Cap (vph)1795508v/s Ratio Protc0.29v/s Ratio Perm 0.17v/c Ratio 0.830.50Uniform Delay, d1 41.536.3Progression Factor1.131.94Incremental Delay, d24.43.3Delay (s)51.473.9Level of Service DEApproach Delay (s)60.2Approach LOS E
Intersection Summary
HCM Signalized Intersection Capacity Analysis
2750: Pacific Hwy S & S 316 St 8/6/2015
Synchro 8 Report2025 Action PM SK Page 3
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)7158981997812779201111413146104
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Width 121112121112121212121212
Grade (%)-2%0%2%
Total Lost time (s)5.06.0 5.56.5 4.54.5 5.0
Lane Util. Factor1.001.001.001.001.000.911.00
Frpb, ped/bikes 1.000.97 1.000.98 1.000.99 1.00
Flpb, ped/bikes 0.991.00 0.991.00 1.001.00 1.00
Frt 1.000.91 1.000.91 1.000.98 1.00
Flt Protected 0.951.00 0.951.00 0.951.00 0.95
Satd. Flow (prot)1749157316961572 17694918 1737
Flt Permitted 0.381.00 0.541.00 0.951.00 0.95
Satd. Flow (perm)6941573 9661572 17694918 1737
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)7158981997812779201111413146104RTOR Reduction (vph)0450047 0009000Lane Group Flow (vph)71111019915800280123600150Confl. Peds. (#/hr)252514141919192525Heavy Vehicles (%)1%1%1%4%4%4%1%1%1%1%2%2%Bus Blockages (#/hr)674406406767
Turn Type D.P+PNAD.P+PNA ProtProtNA ProtProtProtected Phases 74 38 552 11Permitted Phases 8 4Actuated Green, G (s)34.327.7 34.322.7 24.567.7 19.0Effective Green, g (s)32.326.7 32.321.7 24.567.7 19.0Actuated g/C Ratio0.230.19 0.230.15 0.180.48 0.14Clearance Time (s)4.05.0 4.55.5 4.54.5 5.0Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.0
Lane Grp Cap (vph)239299 252243 3092378 235v/s Ratio Prot c0.020.07c0.030.10 c0.160.25 0.09v/s Ratio Perm 0.05 c0.15v/c Ratio 0.300.37 0.790.65 0.910.52 0.64Uniform Delay, d1 51.649.3 54.155.6 56.624.9 57.2Progression Factor1.001.00 0.690.72 0.831.59 0.69Incremental Delay, d20.30.3 13.94.4 19.70.5 2.8Delay (s)51.849.6 51.244.6 66.740.0 42.5Level of Service DD DD ED DApproach Delay (s)50.3 47.9 44.9Approach LOS D D D
Intersection Summary
HCM 2000 Control Delay 33.7HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.81Actuated Cycle Length (s) 140.0Sum of lost time (s)21.0Intersection Capacity Utilization 98.5%ICU Level of Service FAnalysis Period (min)15Description: 9/24/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
2750: Pacific Hwy S & S 316 St 8/6/2015
Synchro 8 Report2025 Action PM SK Page 4
Movement SBTSBR
Lane Configurations
Volume (vph)170954
Ideal Flow (vphpl)19001900
Lane Width 1212
Grade (%)-2%
Total Lost time (s)5.0
Lane Util. Factor0.91
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 1.00
Flt Protected 1.00
Satd. Flow (prot)5069
Flt Permitted 1.00
Satd. Flow (perm)5069
Peak-hour factor, PHF1.001.00Adj. Flow (vph)170954RTOR Reduction (vph)20Lane Group Flow (vph)17610Confl. Peds. (#/hr)25Heavy Vehicles (%)2%2%Bus Blockages (#/hr)40
Turn Type NAProtected Phases 6Permitted PhasesActuated Green, G (s)62.2Effective Green, g (s)62.2Actuated g/C Ratio0.44Clearance Time (s)5.0Vehicle Extension (s)2.0
Lane Grp Cap (vph)2252v/s Ratio Protc0.35v/s Ratio Permv/c Ratio0.78Uniform Delay, d1 33.1Progression Factor0.48Incremental Delay, d21.9Delay (s)17.8Level of Service BApproach Delay (s)19.7Approach LOS B
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3050: Pacific Hwy S & S 320 St 8/6/2015
Synchro 8 Report2025 Action PM SK Page 5
Movement EBUEBLEBTEBRWBUWBLWBTWBRNBUNBLNBTNBR
Lane Configurations
Volume (vph)834041035634447163921324190812337
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-6%0%2%
Total Lost time (s)5.55.5 5.05.55.5 5.05.0
Lane Util. Factor 0.970.91 0.970.911.00 0.970.91
Frpb, ped/bikes 1.001.00 1.001.000.97 1.000.99
Flpb, ped/bikes 1.001.00 1.001.001.00 1.001.00
Frt 1.000.99 1.001.000.85 1.000.96
Flt Protected 0.951.00 0.951.001.00 0.951.00
Satd. Flow (prot)35715201 34675081155533774807
Flt Permitted 0.951.00 0.951.001.00 0.951.00
Satd. Flow (perm)35715201 34675081155533774807
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)834041035634447163921324190812337RTOR Reduction (vph)00500009200530Lane Group Flow (vph)04871093004511639121021410960Confl. Peds. (#/hr)3535 351515 152424 24Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)804040800804
Turn Type ProtProtNA ProtProtNAPermProtProtNAProtected Phases 116 552 338Permitted Phases 2Actuated Green, G (s)19.544.5 21.245.745.7 12.439.0Effective Green, g (s)19.544.5 21.245.745.7 12.439.0Actuated g/C Ratio 0.140.32 0.150.330.33 0.090.28Clearance Time (s)5.55.5 5.05.55.5 5.05.0Vehicle Extension (s)2.02.0 2.02.02.0 2.02.0
Lane Grp Cap (vph)4971653 5251658507 2991339v/s Ratio Prot c0.140.21 0.13c0.32 0.06c0.23v/s Ratio Perm 0.08v/c Ratio 0.980.66 0.860.990.24 0.720.82Uniform Delay, d1 60.141.2 57.946.934.5 62.147.2Progression Factor 0.820.73 1.241.392.44 0.731.18Incremental Delay, d2 33.42.0 8.715.30.7 4.84.1Delay (s)82.432.2 80.880.484.8 50.059.8Level of Service FC FFF DEApproach Delay (s)47.6 80.9 58.3Approach LOS D F E
Intersection Summary
HCM 2000 Control Delay 60.5HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 0.95Actuated Cycle Length (s) 140.0Sum of lost time (s)21.0Intersection Capacity Utilization 106.6%ICU Level of Service GAnalysis Period (min)15Description: 9/24/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3050: Pacific Hwy S & S 320 St 8/6/2015
Synchro 8 Report2025 Action PM SK Page 6
Movement SBUSBLSBTSBR
Lane Configurations
Volume (vph)223071336353
Ideal Flow (vphpl)1900190019001900
Grade (%)-2%
Total Lost time (s)5.05.05.0
Lane Util. Factor 0.970.911.00
Frpb, ped/bikes1.001.000.96
Flpb, ped/bikes 1.001.001.00
Frt 1.001.000.85
Flt Protected 0.951.001.00
Satd. Flow (prot)344051361493
Flt Permitted 0.951.001.00
Satd. Flow (perm)344051361493
Peak-hour factor, PHF1.001.001.001.00Adj. Flow (vph)223071336353RTOR Reduction (vph)00099Lane Group Flow (vph)03291336254Confl. Peds. (#/hr)1919 19Heavy Vehicles (%)2%2%2%2%Bus Blockages (#/hr)0408
Turn Type ProtProtNAPermProtected Phases 774Permitted Phases 4Actuated Green, G (s)14.841.441.4Effective Green, g (s)14.841.441.4Actuated g/C Ratio 0.110.300.30Clearance Time (s)5.05.05.0Vehicle Extension (s)2.02.02.0
Lane Grp Cap (vph)3631518441v/s Ratio Prot 0.10c0.26v/s Ratio Perm 0.17v/c Ratio 0.910.880.58Uniform Delay, d1 61.946.941.9Progression Factor 0.880.850.92Incremental Delay, d2 17.75.13.5Delay (s)72.245.042.1Level of Service EDDApproach Delay (s)48.9Approach LOS D
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3052: 20 Av S & S 320 St 8/6/2015
Synchro 8 Report2025 Action PM SK Page 7
Movement EBUEBLEBTEBRWBUWBLWBTWBRNBLNBTNBRSBL
Lane Configurations
Volume (vph)83061246743210618111121298364205
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Width 111111121111111211111211
Grade (%)-3%2%-1%
Total Lost time (s)5.05.0 4.54.5 4.55.0 5.0
Lane Util. Factor 0.970.91 0.970.91 1.001.00 1.00
Frpb, ped/bikes 1.001.00 1.001.00 1.000.99 1.00
Flpb, ped/bikes 1.001.00 1.001.00 1.001.00 0.99
Frt 1.000.99 1.000.99 1.000.93 1.00
Flt Protected 0.951.00 0.951.00 0.951.00 0.95
Satd. Flow (prot)34024963 33184833170816951715
Flt Permitted 0.951.00 0.951.00 0.161.00 0.51
Satd. Flow (perm)34024963 33184833 2811695 913
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)83061246743210618111121298364205RTOR Reduction (vph)0040004002200Lane Group Flow (vph)0314131600138191901291250205Confl. Peds. (#/hr)7771818184412Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)404040404044
Turn Type ProtProtNA ProtProtNAD.P+PNAD.P+PProtected Phases 552 116 74 3Permitted Phases 84Actuated Green, G (s)15.376.210.571.434.823.334.8Effective Green, g (s)15.376.2 10.571.4 33.822.8 33.8Actuated g/C Ratio 0.110.54 0.080.51 0.240.16 0.24Clearance Time (s)5.05.0 4.54.5 4.04.5 4.5Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.0
Lane Grp Cap (vph)3712701 2482464 151276 283v/s Ratio Prot c0.090.27 0.04c0.40 0.050.07 0.06v/s Ratio Perm 0.16c0.12v/c Ratio0.850.490.560.780.850.450.72Uniform Delay, d1 61.219.8 62.527.9 61.953.0 47.2Progression Factor 1.021.14 0.710.42 1.001.00 1.05Incremental Delay, d2 10.80.4 1.11.9 33.70.4 7.5Delay (s)73.322.9 45.513.5 95.653.4 57.3Level of Service EC DB FD EApproach Delay (s)32.6 15.7 73.1Approach LOS C B E
Intersection Summary
HCM 2000 Control Delay 32.1HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.82Actuated Cycle Length (s) 140.0Sum of lost time (s)19.5Intersection Capacity Utilization 92.9%ICU Level of Service FAnalysis Period (min)15Description: 9/24/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3052: 20 Av S & S 320 St 8/6/2015
Synchro 8 Report2025 Action PM SK Page 8
Movement SBTSBR
Lane Configurations
Volume (vph)81271
Ideal Flow (vphpl)19001900
Lane Width 1112
Grade (%)-3%
Total Lost time (s)5.5
Lane Util. Factor1.00
Frpb, ped/bikes 0.98
Flpb, ped/bikes 1.00
Frt 0.88
Flt Protected 1.00
Satd. Flow (prot)1597
Flt Permitted 1.00
Satd. Flow (perm)1597
Peak-hour factor, PHF1.001.00Adj. Flow (vph)81271RTOR Reduction (vph)920Lane Group Flow (vph)2600Confl. Peds. (#/hr)12Heavy Vehicles (%)1%1%Bus Blockages (#/hr)04
Turn Type NAProtected Phases 8Permitted PhasesActuated Green, G (s)26.1Effective Green, g (s)25.6Actuated g/C Ratio0.18Clearance Time (s)5.0Vehicle Extension (s)2.0
Lane Grp Cap (vph)292v/s Ratio Protc0.16v/s Ratio Permv/c Ratio0.89Uniform Delay, d1 55.9Progression Factor0.94Incremental Delay, d226.4Delay (s)78.7Level of Service EApproach Delay (s)70.8Approach LOS E
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3055: 23 Av S & S 320 St 8/6/2015
Synchro 8 Report2025 Action PM SK Page 9
Movement EBUEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBT
Lane Configurations
Volume (vph)7247123057649161036173189277581364
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)5%-5%1%0%
Total Lost time (s)4.54.5 5.55.5 5.06.05.55.06.0
Lane Util. Factor 0.970.91 0.970.91 1.001.001.000.971.00
Frpb, ped/bikes 1.001.00 1.000.99 1.001.000.981.000.99
Flpb, ped/bikes 1.001.00 1.001.00 1.001.001.001.001.00
Frt 1.000.99 1.000.97 1.001.000.851.000.95
Flt Protected 0.951.00 0.951.00 0.951.001.000.951.00
Satd. Flow (prot)324048743483506617331735151433591681
Flt Permitted 0.951.00 0.951.00 0.951.001.000.951.00
Satd. Flow (perm)324048743483506617331735151433591681
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)7247123057649161036173189277581364RTOR Reduction (vph)004002400058012Lane Group Flow (vph)0254128306491947073189219581513Confl. Peds. (#/hr)2525 2510 1017 174Heavy Vehicles (%)2%2%2%2%1%1%1%2%2%2%3%3%Bus Blockages (#/hr)416610104164166610
Turn Type ProtProtNA ProtNA ProtNApm+ovProtNAProtected Phases 774 38 52316Permitted Phases 2Actuated Green, G (s)10.540.3 25.555.3 9.124.149.630.145.1Effective Green, g (s)10.540.3 25.555.3 8.623.649.629.644.6Actuated g/C Ratio 0.080.29 0.180.39 0.060.170.350.210.32Clearance Time (s)4.54.5 5.55.5 4.55.55.54.55.5Vehicle Extension (s)2.02.0 2.02.0 2.02.02.02.02.0
Lane Grp Cap (vph)2431403 6342001 106292595710535v/s Ratio Prot 0.080.26c0.19c0.38 0.040.110.07c0.17c0.31v/s Ratio Perm 0.08v/c Ratio 1.050.91 1.020.97 0.690.650.370.820.96Uniform Delay, d1 64.848.2 57.241.6 64.454.333.652.646.8Progression Factor 1.010.92 0.770.79 1.210.990.961.091.06Incremental Delay, d2 69.010.4 40.213.8 13.73.70.16.828.0Delay (s)134.454.8 84.246.8 91.857.332.564.377.5Level of Service FD FD FECEEApproach Delay (s)68.0 56.1 49.2 70.6Approach LOS E E D E
Intersection Summary
HCM 2000 Control Delay 61.4HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 1.00Actuated Cycle Length (s) 140.0Sum of lost time (s)21.0Intersection Capacity Utilization 99.3%ICU Level of Service FAnalysis Period (min)15Description: TC2 - 9/24/2014c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3055: 23 Av S & S 320 St 8/6/2015
Synchro 8 Report2025 Action PM SK Page 10
Movement SBR
Lane Configurations
Volume (vph)161
Ideal Flow (vphpl)1900
Grade (%)
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF1.00Adj. Flow (vph)161RTOR Reduction (vph)0Lane Group Flow (vph)0Confl. Peds. (#/hr)4Heavy Vehicles (%)3%Bus Blockages (#/hr)4
Turn TypeProtected PhasesPermitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Vehicle Extension (s)
Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3350: Pacific Hwy S & S 324 St 8/6/2015
Synchro 8 Report2025 Action PM SK Page 11
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)13019013461530926162165123322849136
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-1%1%0%
Total Lost time (s)5.05.55.55.56.0 5.05.0 5.0
Lane Util. Factor 1.001.001.000.971.00 1.000.91 1.00
Frpb, ped/bikes 1.001.000.971.001.00 1.000.99 1.00
Flpb, ped/bikes 1.001.001.001.001.00 1.001.00 1.00
Frt 1.001.000.851.000.99 1.000.98 1.00
Flt Protected 0.951.001.000.951.00 0.951.00 0.95
Satd. Flow (prot)17781812109733751813 17734980 1730
Flt Permitted 0.951.001.000.951.00 0.951.00 0.95
Satd. Flow (perm)17781812109733751813 17734980 1730
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)13019013461530926162165123322849136RTOR Reduction (vph)0076 0200016000Lane Group Flow (vph)1301905861533300327144500185Confl. Peds. (#/hr)16 1616 1699 988Heavy Vehicles (%)2%2%2%2%2%2%1%1%1%1%1%1%Bus Blockages (#/hr)0872 620620808
Turn Type ProtNAPermProtNA ProtProtNA ProtProtProtected Phases 74 38 552 11Permitted Phases 4Actuated Green, G (s)14.122.322.323.031.2 21.058.3 16.4Effective Green, g (s)13.621.821.822.530.7 21.058.3 16.4Actuated g/C Ratio0.100.160.160.160.22 0.150.42 0.12Clearance Time (s)4.55.05.05.05.5 5.05.0 5.0Vehicle Extension (s)2.02.02.02.02.0 2.02.0 2.0
Lane Grp Cap (vph)172282170542397 2652073 202v/s Ratio Prot 0.070.10c0.18c0.18 c0.18c0.29 0.11v/s Ratio Perm 0.05v/c Ratio 0.760.670.341.130.84 1.230.70 0.92Uniform Delay, d1 61.655.752.758.852.3 59.533.6 61.1Progression Factor1.001.001.000.840.99 1.001.00 1.38Incremental Delay, d215.34.90.481.413.7 133.52.0 25.8Delay (s)76.960.753.1130.765.3 193.035.6 110.4Level of Service EEDFE FD FApproach Delay (s)63.1 107.6 64.4Approach LOS E F E
Intersection Summary
HCM 2000 Control Delay 59.3HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 1.00Actuated Cycle Length (s) 140.0Sum of lost time (s)21.0Intersection Capacity Utilization 105.3%ICU Level of Service GAnalysis Period (min)15Description: 9/24/2014 -Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3350: Pacific Hwy S & S 324 St 8/6/2015
Synchro 8 Report2025 Action PM SK Page 12
Movement SBTSBR
Lane Configurations
Volume (vph)1424310
Ideal Flow (vphpl)19001900
Grade (%)0%
Total Lost time (s)5.0
Lane Util. Factor 0.91
Frpb, ped/bikes 0.99
Flpb, ped/bikes 1.00
Frt 0.97
Flt Protected 1.00
Satd. Flow (prot)4920
Flt Permitted 1.00
Satd. Flow (perm)4920
Peak-hour factor, PHF1.001.00Adj. Flow (vph)1424310RTOR Reduction (vph)220Lane Group Flow (vph)17120Confl. Peds. (#/hr)8Heavy Vehicles (%)1%1%Bus Blockages (#/hr)62
Turn Type NAProtected Phases 6Permitted PhasesActuated Green, G (s)53.7Effective Green, g (s)53.7Actuated g/C Ratio0.38Clearance Time (s)5.0Vehicle Extension (s)2.0
Lane Grp Cap (vph)1887v/s Ratio Prot c0.35v/s Ratio Permv/c Ratio 0.91Uniform Delay, d1 40.8Progression Factor0.41Incremental Delay, d24.5Delay (s)21.2Level of Service CApproach Delay (s)29.8Approach LOSC
Intersection Summary
HCM Signalized Intersection Capacity Analysis
30: 8/6/2015
Synchro 8 Report2025 Action PM SK Page 1
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)1036154302186623329912432803179
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Total Lost time (s)5.05.0 5.05.0 5.05.0 5.05.0
Lane Util. Factor 1.001.00 1.001.00 1.001.00 1.001.00
Frt 1.000.98 1.000.96 1.000.96 1.000.97
Flt Protected 0.951.00 0.951.00 0.951.00 0.951.00
Satd. Flow (prot)17701826177017931770178117701812
Flt Permitted 0.611.00 0.111.00 0.061.00 0.391.00
Satd. Flow (perm)11271826 2011793 1071781 7291812
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)1036154302186623329912432803179RTOR Reduction (vph)0400700100060Lane Group Flow (vph)1041103022410334130329760
Turn Type pm+ptNApm+ptNApm+ptNApm+ptNAProtected Phases 74 38 52 16Permitted Phases 4826Actuated Green, G (s)33.232.0 52.045.8 73.069.4 73.069.4Effective Green, g (s)33.232.0 52.045.8 73.069.4 73.069.4Actuated g/C Ratio0.240.23 0.370.33 0.520.50 0.520.50Clearance Time (s)5.05.0 5.05.0 5.05.0 5.05.0Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)272417 242586 98882 406898v/s Ratio Prot 0.000.23c0.130.13c0.010.23 0.00c0.54v/s Ratio Perm 0.01 c0.33 0.17 0.04v/c Ratio 0.040.99 1.250.41 0.340.47 0.081.09Uniform Delay, d1 41.053.8 41.036.6 31.923.2 17.435.3Progression Factor1.001.00 1.001.00 0.730.76 1.001.00Incremental Delay, d20.039.9141.20.2 0.61.6 0.056.6Delay (s)41.093.7182.136.8 24.119.1 17.491.9Level of Service DF FD CB BFApproach Delay (s)92.5 116.6 19.5 89.6Approach LOS F F B F
Intersection Summary
HCM 2000 Control Delay 83.1HCM 2000 Level of Service FHCM 2000 Volume to Capacity ratio 1.15Actuated Cycle Length (s) 140.0Sum of lost time (s)20.0Intersection Capacity Utilization 104.6%ICU Level of Service GAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
60: Military Rd S & S 272 St 8/6/2015
Synchro 8 Report2025 Action PM SK Page 2
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)1571027413273679662923559375659125
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-3%0%0%-3%
Total Lost time (s)5.05.06.05.05.0 5.05.05.05.05.0
Lane Util. Factor 1.000.951.001.000.95 0.971.001.001.001.00
Frpb, ped/bikes 1.001.000.921.000.99 1.001.000.951.000.99
Flpb, ped/bikes 1.001.001.001.001.00 1.001.001.001.001.00
Frt 1.001.000.851.000.99 1.001.000.851.000.98
Flt Protected 0.951.001.000.951.00 0.951.001.000.951.00
Satd. Flow (prot)1789357814751770343934061855149317821831
Flt Permitted 0.951.001.000.951.00 0.951.001.000.951.00
Satd. Flow (perm)1789357814751770343934061855149317821831
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)1571027413273679662923559375659125RTOR Reduction (vph)00165 0500057050Lane Group Flow (vph)1571027248273740029235536757790Confl. Peds. (#/hr)10 1010 1010 1010 10Bus Blockages (#/hr)120041412204
Turn Type ProtNAPermProtNA ProtNAPermProtNAProtected Phases 74 38 52 16Permitted Phases 4 2Actuated Green, G (s)15.037.037.020.042.0 11.053.753.79.352.0Effective Green, g (s)15.037.036.020.042.0 11.053.753.79.352.0Actuated g/C Ratio0.110.260.260.140.30 0.080.380.380.070.37Clearance Time (s)5.05.05.05.05.0 5.05.05.05.05.0Vehicle Extension (s)2.02.02.02.02.0 2.02.02.02.02.0
Lane Grp Cap (vph)1919453792521031 267711572118680v/s Ratio Prot 0.09c0.29c0.150.22c0.090.19 0.04c0.43v/s Ratio Perm 0.17 0.02v/c Ratio 0.821.090.651.080.72 1.090.500.060.641.15Uniform Delay, d1 61.251.546.460.043.7 64.532.927.363.744.0Progression Factor1.001.001.001.001.00 1.001.001.001.001.00Incremental Delay, d222.955.88.580.74.3 82.40.20.08.082.1Delay (s)84.1107.355.0140.748.0146.933.127.371.7126.1Level of Service FFDFD FCCEFApproach Delay (s)91.5 72.9 77.3 121.4Approach LOS F E E F
Intersection Summary
HCM 2000 Control Delay 90.6HCM 2000 Level of Service FHCM 2000 Volume to Capacity ratio 1.11Actuated Cycle Length (s) 140.0Sum of lost time (s)20.0Intersection Capacity Utilization 110.9%ICU Level of Service HAnalysis Period (min)15Description: Mils272c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
670: S Peasley Cyn Rd 8/6/2015
Synchro 8 Report2025 Action PM SK Page 3
Movement EBLEBRNBLNBTSBTSBR
Lane Configurations
Volume (vph)4216725095701424616
Ideal Flow (vphpl)190019001900190019001900
Total Lost time (s)5.05.05.05.05.05.0
Lane Util. Factor0.971.000.971.001.001.00
Frt 1.000.851.001.001.000.85
Flt Protected 0.951.000.951.001.001.00
Satd. Flow (prot)343315833433186318631583
Flt Permitted 0.951.000.951.001.001.00
Satd. Flow (perm)343315833433186318631583
Peak-hour factor, PHF1.001.001.001.001.001.00Adj. Flow (vph)4216725095701424616RTOR Reduction (vph)017900056Lane Group Flow (vph)4214935095701424560
Turn Type ProtPermProtNANAPermProtected Phases 4 526Permitted Phases 4 6Actuated Green, G (s)27.027.017.0103.081.081.0Effective Green, g (s)27.027.017.0103.081.081.0Actuated g/C Ratio0.190.190.120.740.580.58Clearance Time (s)5.05.05.05.05.05.0Vehicle Extension (s)2.02.02.02.02.02.0
Lane Grp Cap (vph)66230541613701077915v/s Ratio Prot 0.12c0.150.31c0.76v/s Ratio Permc0.310.35v/c Ratio 0.641.621.220.421.320.61Uniform Delay, d1 52.056.561.57.029.519.3Progression Factor1.001.001.001.000.750.59Incremental Delay, d21.5291.8120.40.9150.22.4Delay (s)53.5348.3181.98.0172.413.9Level of Service DFFAFBApproach Delay (s)234.7 90.0124.5Approach LOS F FF
Intersection Summary
HCM 2000 Control Delay 144.3HCM 2000 Level of Service FHCM 2000 Volume to Capacity ratio 1.37Actuated Cycle Length (s) 140.0Sum of lost time (s)15.0Intersection Capacity Utilization 124.9%ICU Level of Service HAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
1050: Pacific Hwy S & S 288 St 8/6/2015
Synchro 8 Report2025 Action PM SK Page 4
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)3845205985032234148875706525
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Width 121412121112121212121211
Grade (%)14%-7%-2%
Total Lost time (s)6.0 5.55.55.5 5.55.5 5.0
Lane Util. Factor 1.00 0.950.951.00 1.000.91 0.97
Frpb, ped/bikes 1.00 1.001.000.97 1.000.98 1.00
Flpb, ped/bikes 1.00 1.001.001.00 1.001.00 1.00
Frt 0.97 1.001.000.85 1.000.94 1.00
Flt Protected 0.98 0.950.961.00 0.951.00 0.95
Satd. Flow (prot)175916941715156818054748 3318
Flt Permitted 0.98 0.950.961.00 0.951.00 0.95
Satd. Flow (perm)175916941715156818054748 3318
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)3845205985032234148875706525RTOR Reduction (vph)000002490066000Lane Group Flow (vph)0103032332573048139100531Confl. Peds. (#/hr)101013132222221818Confl. Bikes (#/hr)2 1Heavy Vehicles (%)2%2%2%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)609906906060
Turn Type SplitNA SplitNAPermProtProtNA ProtProtProtected Phases 77 88 552 11Permitted Phases 8Actuated Green, G (s)22.8 31.731.731.7 6.652.0 11.5Effective Green, g (s)21.8 31.731.731.7 7.152.5 12.0Actuated g/C Ratio 0.16 0.230.230.23 0.050.38 0.09Clearance Time (s)5.0 5.55.55.5 6.06.0 5.5Vehicle Extension (s)2.0 2.02.02.0 2.02.0 2.0
Lane Grp Cap (vph)273 383388355 911780 284v/s Ratio Prot c0.06c0.190.19 0.030.29 c0.16v/s Ratio Perm 0.05v/c Ratio 0.38 0.840.840.21 0.530.88dr 1.87Uniform Delay, d1 53.0 51.851.743.9 64.838.7 64.0Progression Factor 1.00 1.031.032.82 1.010.90 0.90Incremental Delay, d2 0.3 14.813.90.1 2.53.4 404.1Delay (s)53.3 68.267.2123.8 68.138.4 461.8Level of Service D EEF ED FApproach Delay (s)53.3 86.3 39.3Approach LOS D F D
Intersection Summary
HCM 2000 Control Delay 121.3HCM 2000 Level of Service FHCM 2000 Volume to Capacity ratio 1.00Actuated Cycle Length (s) 140.0Sum of lost time (s)22.0Intersection Capacity Utilization 102.4%ICU Level of Service GAnalysis Period (min)15Description: Traffic Count Consultant - 10/01/2014
HCM Signalized Intersection Capacity Analysis
1050: Pacific Hwy S & S 288 St 8/6/2015
Synchro 8 Report2025 Action PM SK Page 5
Movement SBTSBR
Lane Configurations
Volume (vph)2154133
Ideal Flow (vphpl)19001900
Lane Width 1212
Grade (%)2%
Total Lost time (s)5.0
Lane Util. Factor0.91
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.99
Flt Protected 1.00
Satd. Flow (prot)4956
Flt Permitted 1.00
Satd. Flow (perm)4956
Peak-hour factor, PHF1.001.00Adj. Flow (vph)2154133RTOR Reduction (vph)40Lane Group Flow (vph)22830Confl. Peds. (#/hr)18Confl. Bikes (#/hr)4Heavy Vehicles (%)1%1%Bus Blockages (#/hr)90
Turn Type NAProtected Phases 6Permitted PhasesActuated Green, G (s)56.9Effective Green, g (s)57.4Actuated g/C Ratio0.41Clearance Time (s)5.5Vehicle Extension (s)2.0
Lane Grp Cap (vph)2031v/s Ratio Prot c0.46v/s Ratio Permv/c Ratio 1.12Uniform Delay, d1 41.3Progression Factor1.24Incremental Delay, d262.8Delay (s)114.1Level of ServiceFApproach Delay (s)179.6Approach LOSF
Intersection Summary
HCM Signalized Intersection Capacity Analysis
1050: Pacific Hwy S & S 288 St 8/6/2015
Synchro 8 Report2025 Action PM SK Page 6
dr Defacto Right Lane. Recode with 1 though lane as a right lane.c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
1056: Military Rd S & S 288 St 8/6/2015
Synchro 8 Report2025 Action PM SK Page 7
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)265515247426587122147344214333489285
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Width 121112121112121111121111
Grade (%)-5%8%3%-3%
Total Lost time (s)5.55.5 4.54.5 5.05.05.05.55.55.5
Lane Util. Factor 1.000.95 1.000.95 1.001.001.001.001.001.00
Frpb, ped/bikes 1.000.98 1.000.99 1.001.000.961.001.000.96
Flpb, ped/bikes 1.001.00 1.001.00 1.001.001.001.001.001.00
Frt 1.000.95 1.000.97 1.001.000.851.001.000.85
Flt Protected 0.951.00 0.951.00 0.951.001.000.951.001.00
Satd. Flow (prot)1824328317163212176017841444179418461508
Flt Permitted 0.951.00 0.951.00 0.101.001.000.181.001.00
Satd. Flow (perm)1824328317163212 1901784144434218461508
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)265515247426587122147344214333489285RTOR Reduction (vph)0420014000133000Lane Group Flow (vph)2657200426695014734481333489285Confl. Peds. (#/hr)16166620203535Confl. Bikes (#/hr)1Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)120001012200
Turn Type ProtNA ProtNAD.P+PNAPermD.P+PNApm+ovProtected Phases 52 16 38 745Permitted Phases 4 88 4Actuated Green, G (s)32.333.2 35.336.2 48.830.330.348.839.171.4Effective Green, g (s)32.333.2 35.336.2 48.830.330.348.839.171.4Actuated g/C Ratio0.230.24 0.260.26 0.350.220.220.350.280.52Clearance Time (s)5.55.5 4.54.5 5.05.05.05.55.55.5Vehicle Extension (s)2.02.0 2.02.0 2.02.02.02.02.02.0
Lane Grp Cap (vph)427790 439843 177392317316523781v/s Ratio Prot 0.15c0.22c0.250.22 0.060.19c0.140.260.09v/s Ratio Perm 0.24 0.06c0.23 0.10v/c Ratio 0.620.91 0.970.82 0.830.880.251.050.930.36Uniform Delay, d1 47.350.9 50.747.8 35.652.044.437.648.119.7Progression Factor1.001.00 1.001.00 1.001.001.001.001.001.00Incremental Delay, d22.014.5 35.06.3 25.818.80.265.523.80.1Delay (s)49.365.3 85.854.1 61.470.844.6103.071.919.8Level of Service DE FD EEDFEBApproach Delay (s)61.2 66.0 60.9 67.9Approach LOS EEEE
Intersection Summary
HCM 2000 Control Delay 64.4HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 0.99Actuated Cycle Length (s) 137.8Sum of lost time (s)20.5Intersection Capacity Utilization 101.6%ICU Level of Service GAnalysis Period (min)15Description: Traffic Count Consultant - 10/01/2014
HCM Signalized Intersection Capacity Analysis
1056: Military Rd S & S 288 St 8/6/2015
Synchro 8 Report2025 Action PM SK Page 8
c Critical Lane Group
HCM Unsignalized Intersection Capacity Analysis
2557: 28 Av S & S 312 St 8/6/2015
Synchro 8 Report2025 Action PMSK Page 1
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Sign Control Stop Stop Stop Stop
Volume (vph)373210520015329720265528
Peak Hour Factor 1.001.001.001.001.001.001.001.001.001.001.001.00
Hourly flow rate (vph)373210520015329720265528
Direction, Lane #EB 1WB 1NB 1SB 1SB 2
Volume Total (vph)4802452265528Volume Left (vph)373215300Volume Right (vph)105020528Hadj (s)0.040.200.100.02-0.68Departure Headway (s)7.09.57.27.56.7Degree Utilization, x0.930.010.900.550.99Capacity (veh/h)518365505480528Control Delay (s)50.912.645.917.960.4Approach Delay (s)50.912.645.946.2Approach LOS FBEE
Intersection Summary
Delay 47.4Level of Service EIntersection Capacity Utilization 75.6%ICU Level of Service DAnalysis Period (min)15Description: 9/30/2014 - Traffic Count Consultant
HCM Signalized Intersection Capacity Analysis
3028: 21 Av SW & SW 320 St 8/6/2015
Synchro 8 Report2025 Action PM SK Page 1
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)1424059956411568510447342474566364
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)3%3%-2%2%
Total Lost time (s)4.54.5 5.05.0 5.05.05.04.54.5
Lane Util. Factor 1.000.95 0.970.95 1.001.001.001.000.95
Frpb, ped/bikes 1.001.00 1.001.00 1.001.000.991.000.99
Flpb, ped/bikes 1.001.00 1.001.00 1.001.001.001.001.00
Frt 1.000.97 1.000.99 1.001.000.851.000.94
Flt Protected 0.951.00 0.951.00 0.951.001.000.951.00
Satd. Flow (prot)174333453374345917911900157317413269
Flt Permitted 0.951.00 0.951.00 0.101.001.000.221.00
Satd. Flow (perm)1743334533743459 180190015733993269
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)1424059956411568510447342474566364RTOR Reduction (vph)016 0040001000730Lane Group Flow (vph)142488056412370104473324748570Confl. Peds. (#/hr)3 38 82 23 3Confl. Bikes (#/hr)1Heavy Vehicles (%)2%2%2%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)046620204462
Turn Type ProtNA ProtNAD.P+PNApm+ovD.P+PNAProtected Phases 16 52 74538Permitted Phases 8 44Actuated Green, G (s)15.038.8 26.250.0 56.049.175.356.045.0Effective Green, g (s)15.038.8 26.250.0 56.049.175.356.045.0Actuated g/C Ratio0.110.28 0.190.36 0.400.350.540.400.32Clearance Time (s)4.54.5 5.05.0 5.05.05.04.54.5Vehicle Extension (s)2.02.0 2.02.0 2.02.02.02.02.0
Lane Grp Cap (vph)186927 6311235 1986669022251050v/s Ratio Prot 0.080.15c0.17c0.36 0.04c0.250.070.02c0.26v/s Ratio Perm 0.17 0.140.12v/c Ratio 0.760.53 0.891.00 0.530.710.360.330.82Uniform Delay, d1 60.842.8 55.545.0 53.639.318.529.243.7Progression Factor1.001.00 1.001.00 1.001.001.001.311.27Incremental Delay, d215.30.3 14.726.0 1.26.30.10.25.3Delay (s)76.143.1 70.371.0 54.845.618.738.760.8Level of Service ED EE DDBDEApproach Delay (s)50.3 70.8 35.2 59.2Approach LOS D E D E
Intersection Summary
HCM 2000 Control Delay 57.2HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 0.92Actuated Cycle Length (s) 140.0Sum of lost time (s)19.0Intersection Capacity Utilization 91.6%ICU Level of Service FAnalysis Period (min)15Description: All Traffic Data - May 2, 2012c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3040: 1 Av S & SW 320 St/S 320 St 8/6/2015
Synchro 8 Report2025 Action PM SK Page 1
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)09582640159926806663500590201
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)5%-1%-1%1%
Total Lost time (s)4.55.5 5.05.0 5.05.0 4.54.5
Lane Util. Factor 0.951.00 0.951.00 0.951.00 0.951.00
Frpb, ped/bikes 1.000.99 1.000.98 1.000.99 1.000.98
Flpb, ped/bikes 1.001.00 1.001.00 1.001.00 1.001.00
Frt 1.000.85 1.000.85 1.000.85 1.000.85
Flt Protected 1.001.00 1.001.00 1.001.00 1.001.00
Satd. Flow (prot)34571538353515833592156035561511
Flt Permitted 1.001.00 1.001.00 1.001.00 1.001.00
Satd. Flow (perm)34571538353515833592156035561511
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)09582640159926806663500590201RTOR Reduction (vph)00240016001140027Lane Group Flow (vph)09582400159925206662360590174Confl. Peds. (#/hr)1 12 21 14 4Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)040080804408
Turn Type NAPerm NAPerm NAPerm NAPermProtected Phases 6284Permitted Phases 6284Actuated Green, G (s)96.496.4 95.995.9 34.134.1 34.634.6Effective Green, g (s)96.495.4 95.995.9 34.134.1 34.634.6Actuated g/C Ratio 0.690.68 0.690.69 0.240.24 0.250.25Clearance Time (s)4.54.5 5.05.0 5.05.0 4.54.5Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)2380104824211084 874379 878373v/s Ratio Prot 0.28 c0.45 c0.19 0.17v/s Ratio Perm 0.16 0.16 0.15 0.12v/c Ratio 0.400.23 0.660.23 0.760.62 0.670.47Uniform Delay, d1 9.48.4 12.78.3 49.247.2 47.644.8Progression Factor 1.001.00 1.261.23 0.940.89 1.091.17Incremental Delay, d2 0.50.5 1.20.4 3.52.2 1.50.3Delay (s)9.98.9 17.210.6 50.044.2 53.252.8Level of Service AA BB DD DDApproach Delay (s)9.7 16.3 48.0 53.1Approach LOS A B D D
Intersection Summary
HCM 2000 Control Delay 27.2HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.69Actuated Cycle Length (s) 140.0Sum of lost time (s)10.0Intersection Capacity Utilization 71.0%ICU Level of Service CAnalysis Period (min)15Description: Traffic Count Consultant - 10/15/2014c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3057: I-5 SB Ramp & S 320 St 8/6/2015
Synchro 8 Report2025 Action PM SK Page 13
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)016895071341609 000069431302
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)1%0%2%2%
Total Lost time (s)5.05.05.05.0 5.05.05.0
Lane Util. Factor 0.911.001.000.91 0.950.950.76
Frpb, ped/bikes 1.000.971.001.00 1.001.001.00
Flpb, ped/bikes 1.001.001.001.00 1.001.001.00
Frt 1.000.851.001.00 1.001.000.85
Flt Protected 1.001.000.951.00 0.950.951.00
Satd. Flow (prot)5046150717595122 166716863600
Flt Permitted 1.001.000.951.00 0.950.951.00
Satd. Flow (perm)5046150717595122 166716863600
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)016895071341609 000069431302RTOR Reduction (vph)00231 0000000031Lane Group Flow (vph)016892761341609 00003473501271Confl. Peds. (#/hr)2 2 5 5Heavy Vehicles (%)2%2%2%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)024420202202
Turn Type NAPermProtNA SplitNAcustomProtected Phases 2 16 444 5Permitted Phases 2Actuated Green, G (s)61.461.417.069.8 46.646.660.2Effective Green, g (s)61.461.417.069.8 46.646.660.2Actuated g/C Ratio 0.440.440.120.50 0.330.330.43Clearance Time (s)5.05.05.05.0 5.05.0Vehicle Extension (s)2.02.02.02.0 2.02.0
Lane Grp Cap (vph)22136602132553 5545611548v/s Ratio Prot c0.33 0.08c0.31 0.210.21c0.35v/s Ratio Perm 0.18v/c Ratio 0.760.420.630.63 0.630.620.82Uniform Delay, d1 33.227.058.525.7 39.439.335.1Progression Factor 1.323.391.001.00 1.001.001.00Incremental Delay, d2 2.51.94.11.2 1.61.63.5Delay (s)46.293.562.626.9 41.040.938.6Level of Service DFEC DDDApproach Delay (s)57.2 29.6 0.0 39.4Approach LOS E C A D
Intersection Summary
HCM 2000 Control Delay 43.1HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.80Actuated Cycle Length (s) 140.0Sum of lost time (s)15.0Intersection Capacity Utilization 71.9%ICU Level of Service CAnalysis Period (min)15Description: 9/23/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3058: I-5 NB - 320/320 EB - I-5 NB Ramps/I-5 NB Ramp & S 320 St 8/6/2015
Synchro 8 Report2025 Action PM SK Page 14
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)01746607012902073980336000
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)1%-1%2%3%
Total Lost time (s)5.05.0 5.0 5.05.06.0
Lane Util. Factor 0.911.00 0.91 0.950.951.00
Frpb, ped/bikes 1.001.00 1.00 1.001.000.99
Flpb, ped/bikes 1.001.00 1.00 1.001.001.00
Frt 1.000.85 0.98 1.001.000.85
Flt Protected 1.001.00 1.00 0.950.951.00
Satd. Flow (prot)504615755018165116641533
Flt Permitted 1.001.00 1.00 0.950.951.00
Satd. Flow (perm)504615755018165116641533
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)01746607012902073980336000RTOR Reduction (vph)00001100012000Lane Group Flow (vph)01746607014860199199324000Confl. Peds. (#/hr)2 21 110 10Heavy Vehicles (%)2%2%2%1%1%1%2%2%2%2%2%2%Bus Blockages (#/hr)020020202202
Turn Type NAFree NA SplitNAPermProtected Phases 2 6 44Permitted Phases Free 4Actuated Green, G (s)94.5140.0 94.5 35.535.535.5Effective Green, g (s)94.5140.0 94.5 35.535.534.5Actuated g/C Ratio 0.681.00 0.68 0.250.250.25Clearance Time (s)5.0 5.0 5.05.05.0Vehicle Extension (s)2.0 2.0 2.02.02.0
Lane Grp Cap (vph)340615753387 418421377v/s Ratio Prot c0.35 0.30 0.120.12v/s Ratio Perm 0.39 c0.21v/c Ratio 0.510.39 0.44 0.480.470.86Uniform Delay, d1 11.30.0 10.5 44.444.350.4Progression Factor 1.001.00 1.14 1.021.021.01Incremental Delay, d2 0.60.7 0.4 0.30.316.8Delay (s)11.90.7 12.4 45.445.367.8Level of Service BA B DDEApproach Delay (s)9.0 12.4 55.6 0.0Approach LOS ABEA
Intersection Summary
HCM 2000 Control Delay 17.6HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.60Actuated Cycle Length (s) 140.0Sum of lost time (s)10.0Intersection Capacity Utilization 63.8%ICU Level of Service BAnalysis Period (min)15Description: 9/23/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3064: Military Rd S & S 320 St/S Peasley Cyn Rd 8/6/2015
Synchro 8 Report2025 Action PM SK Page 15
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)2201140682232103413317525455147391268
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Total Lost time (s)5.05.06.05.05.0 5.05.05.05.05.05.0
Lane Util. Factor 1.000.951.001.000.95 1.001.001.001.001.001.00
Frpb, ped/bikes 1.001.000.951.000.99 1.001.000.961.001.000.96
Flpb, ped/bikes 1.001.001.001.001.00 1.001.001.001.001.001.00
Frt 1.001.000.851.000.98 1.001.000.851.001.000.85
Flt Protected 0.951.001.000.951.00 0.951.001.000.951.001.00
Satd. Flow (prot)17703525150817703432175518631506175518631506
Flt Permitted 0.951.001.000.951.00 0.951.001.000.951.001.00
Satd. Flow (perm)17703525150817703432175518631506175518631506
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)2201140682232103413317525455147391268RTOR Reduction (vph)0038 070004600141Lane Group Flow (vph)2201140644232116001752549147391127Confl. Peds. (#/hr)1010101010101010Bus Blockages (#/hr)020020202202
Turn Type ProtNApm+ovProtNA SplitNAPermSplitNAPermProtected Phases 528168844Permitted Phases284Actuated Green, G (s)18.050.073.018.050.0 23.023.023.029.029.029.0Effective Green, g (s)18.050.071.018.050.0 23.023.023.029.029.029.0Actuated g/C Ratio0.130.360.510.130.36 0.160.160.160.210.210.21Clearance Time (s)5.05.05.05.05.0 5.05.05.05.05.05.0Vehicle Extension (s)2.02.02.02.02.0 2.02.02.02.02.02.0
Lane Grp Cap (vph)22712588292271225 288306247363385311v/s Ratio Prot 0.12c0.32c0.120.13c0.34 0.100.14 0.08c0.21v/s Ratio Perm 0.30 0.01 0.08v/c Ratio 0.970.910.781.020.95 0.610.830.040.401.020.41Uniform Delay, d1 60.742.828.061.043.7 54.356.649.248.055.548.1Progression Factor1.191.131.291.001.00 1.001.001.001.001.001.00Incremental Delay, d247.210.03.865.515.8 2.516.40.00.349.90.3Delay (s)119.258.340.0126.559.5 56.873.049.248.3105.448.4Level of Service FEDFE EEDDFDApproach Delay (s)58.8 70.6 64.4 76.0Approach LOS EEEE
Intersection Summary
HCM 2000 Control Delay 65.8HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 0.97Actuated Cycle Length (s) 140.0Sum of lost time (s)21.0Intersection Capacity Utilization 92.1%ICU Level of Service FAnalysis Period (min)15Description: Mils320c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4028: 21 Av SW & SW 336 St/SW Campus Dr 8/6/2015
Synchro 8 Report2025 Action PM SK Page 16
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBUSBLSBT
Lane Configurations
Volume (vph)384645105182118420120353910516287554
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Width 111112111112111112111111
Grade (%)0%1%2%-2%
Total Lost time (s)4.55.0 4.54.54.55.04.5 5.05.0
Lane Util. Factor 0.970.95 0.970.951.001.000.95 1.000.95
Frpb, ped/bikes 1.000.99 1.001.000.981.001.00 1.000.99
Flpb, ped/bikes 1.001.00 1.001.001.001.001.00 1.001.00
Frt 1.000.98 1.001.000.851.000.98 1.000.95
Flt Protected 0.951.00 0.951.001.000.951.00 0.951.00
Satd. Flow (prot)3351335932953438154516943284 17303239
Flt Permitted 0.951.00 0.951.001.000.111.00 0.141.00
Satd. Flow (perm)335133593295343815451953284 2473239
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)384645105182118420120353910516287554RTOR Reduction (vph)090008101200053Lane Group Flow (vph)3847410182118412020363200303804Confl. Peds. (#/hr)1010551155Heavy Vehicles (%)1%1%1%1%1%1%2%2%2%1%1%1%Bus Blockages (#/hr)000602022026
Turn Type ProtNA ProtNAPermD.P+PNAD.P+PD.P+PNAProtected Phases 74 38 52 116Permitted Phases 86 22Actuated Green, G (s)17.658.2 11.252.352.351.129.5 51.636.6Effective Green, g (s)17.658.2 11.252.352.351.129.5 51.636.6Actuated g/C Ratio0.130.42 0.080.370.370.370.21 0.370.26Clearance Time (s)4.55.0 4.54.54.55.04.5 5.05.0Vehicle Extension (s)2.02.0 2.02.02.02.02.0 2.02.0
Lane Grp Cap (vph)4211396 2631284577226691 325846v/s Ratio Prot c0.110.22 0.06c0.34 0.090.19 0.15c0.25v/s Ratio Perm 0.080.23 c0.20v/c Ratio 0.910.53 0.690.920.210.900.91 0.930.95Uniform Delay, d1 60.430.7 62.741.929.837.054.0 52.850.8Progression Factor0.970.95 1.100.991.041.001.00 1.301.33Incremental Delay, d223.31.4 6.112.00.832.816.4 31.719.2Delay (s)82.130.5 74.953.731.969.970.4 100.687.0Level of Service FC EDCEE FFApproach Delay (s)48.0 53.3 70.3 90.5Approach LOS D D E F
Intersection Summary
HCM 2000 Control Delay 64.3HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 0.96Actuated Cycle Length (s) 140.0Sum of lost time (s)20.0Intersection Capacity Utilization 96.0%ICU Level of Service FAnalysis Period (min)15Description: Traffic Count Consultants - 10/22/2014c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4028: 21 Av SW & SW 336 St/SW Campus Dr 8/6/2015
Synchro 8 Report2025 Action PM SK Page 17
Movement SBR
Lane Configurations
Volume (vph)303
Ideal Flow (vphpl)1900
Lane Width 12
Grade (%)
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF1.00Adj. Flow (vph)303RTOR Reduction (vph)0Lane Group Flow (vph)0Confl. Peds. (#/hr)5Heavy Vehicles (%)1%Bus Blockages (#/hr)0
Turn TypeProtected PhasesPermitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Vehicle Extension (s)
Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
4050: Pacific Hwy S & S 336 St 8/6/2015
Synchro 8 Report2025 Action PM SK Page 18
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)2963753881425671081429412681112684
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)1%1%3%
Total Lost time (s)4.55.55.54.55.5 5.05.0 5.5
Lane Util. Factor 1.001.001.001.000.95 0.970.91 1.00
Frpb, ped/bikes 1.001.000.981.001.00 1.001.00 1.00
Flpb, ped/bikes 1.001.001.001.001.00 1.001.00 1.00
Frt 1.001.000.851.000.98 1.000.99 1.00
Flt Protected 0.951.001.000.951.00 0.951.00 0.95
Satd. Flow (prot)17351872153717493447 34014946 1796
Flt Permitted 0.151.001.000.201.00 0.951.00 0.95
Satd. Flow (perm)274187215373603447 34014946 1796
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)2963753881425671081429412681112684RTOR Reduction (vph)00128012 0007000Lane Group Flow (vph)29637526014266300308137200110Confl. Peds. (#/hr)6 67 733 333Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%2%2%Bus Blockages (#/hr)604426426060
Turn Type D.P+PNAPermD.P+PNA ProtProtNA ProtProtProtected Phases 74 38 552 11Permitted Phases 8 44Actuated Green, G (s)46.934.834.846.933.4 12.057.1 15.5Effective Green, g (s)46.934.834.846.933.4 12.057.1 15.5Actuated g/C Ratio0.330.250.250.330.24 0.090.41 0.11Clearance Time (s)4.55.55.54.55.5 5.05.0 5.5Vehicle Extension (s)2.02.02.02.02.0 2.02.0 2.0
Lane Grp Cap (vph)232465382240822 2912017 198v/s Ratio Prot c0.120.20 0.050.19 c0.090.28 0.06v/s Ratio Perm c0.30 0.170.15v/c Ratio 1.280.810.680.590.81 1.060.68 0.56Uniform Delay, d1 39.349.447.653.250.3 64.034.0 59.0Progression Factor1.441.071.331.121.09 1.230.91 1.00Incremental Delay, d2152.29.03.62.55.3 68.11.8 1.9Delay (s)208.861.866.762.160.1 147.032.6 61.1Level of Service F EEEE FC EApproach Delay (s)104.7 60.4 53.5Approach LOS F E D
Intersection Summary
HCM 2000 Control Delay 57.4HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 1.03Actuated Cycle Length (s) 140.0Sum of lost time (s)20.5Intersection Capacity Utilization 100.6%ICU Level of Service GAnalysis Period (min)15Description: 9/18/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4050: Pacific Hwy S & S 336 St 8/6/2015
Synchro 8 Report2025 Action PM SK Page 19
Movement SBTSBR
Lane Configurations
Volume (vph)1856317
Ideal Flow (vphpl)19001900
Grade (%)-3%
Total Lost time (s)5.54.5
Lane Util. Factor 0.911.00
Frpb, ped/bikes 1.000.99
Flpb, ped/bikes 1.001.00
Frt 1.000.85
Flt Protected 1.001.00
Satd. Flow (prot)51341571
Flt Permitted 1.001.00
Satd. Flow (perm)51341571
Peak-hour factor, PHF1.001.00Adj. Flow (vph)1856317RTOR Reduction (vph)048Lane Group Flow (vph)1856269Confl. Peds. (#/hr)3Heavy Vehicles (%)2%2%Bus Blockages (#/hr)42
Turn Type NApm+ovProtected Phases 67Permitted Phases 6Actuated Green, G (s)60.674.1Effective Green, g (s)60.674.1Actuated g/C Ratio0.430.53Clearance Time (s)5.54.5Vehicle Extension (s)2.02.0
Lane Grp Cap (vph)2222831v/s Ratio Prot c0.360.03v/s Ratio Perm 0.14v/c Ratio 0.840.32Uniform Delay, d1 35.318.7Progression Factor1.000.99Incremental Delay, d23.90.1Delay (s)39.118.6Level of Service DBApproach Delay (s)37.3Approach LOSD
Intersection Summary
HCM Signalized Intersection Capacity Analysis
4218: 39 Av SW/Hoyt Rd SW & SW 340 St 8/6/2015
Synchro 8 Report2025 Action PM SK Page 20
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)50529125387834194237240175148227127
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)2%2%1%1%
Total Lost time (s)4.54.5 4.54.5 4.54.5 5.04.54.5
Lane Util. Factor 1.000.95 1.000.95 1.001.00 1.001.001.00
Frpb, ped/bikes 1.001.00 1.000.99 1.000.99 1.001.001.00
Flpb, ped/bikes 1.001.00 1.001.00 1.001.00 1.001.001.00
Frt 1.000.97 1.000.97 1.000.94 1.001.000.85
Flt Protected 0.951.00 0.951.00 0.951.00 0.951.001.00
Satd. Flow (prot)175233891750343017561744177818341572
Flt Permitted 0.191.00 0.271.00 0.351.00 0.121.001.00
Satd. Flow (perm)3423389 4993430 6491744 23218341572
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)50529125387834194237240175148227127RTOR Reduction (vph)01300120020000102Lane Group Flow (vph)50641038710160237395014822725Confl. Peds. (#/hr)1 14 41 1Heavy Vehicles (%)2%2%2%0%0%0%1%1%1%1%1%1%Bus Blockages (#/hr)005530300053
Turn Type D.P+PNAD.P+PNAD.P+PNAD.P+PNAPermProtected Phases 74 38 52 16Permitted Phases 84626Actuated Green, G (s)78.150.7 78.172.8 43.935.3 43.427.327.3Effective Green, g (s)78.150.7 78.172.8 43.935.3 43.427.327.3Actuated g/C Ratio0.560.36 0.560.52 0.310.25 0.310.200.20Clearance Time (s)4.54.5 4.54.5 4.54.5 5.04.54.5Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.02.02.0
Lane Grp Cap (vph)2441227 5231783 334439 161357306v/s Ratio Prot 0.010.19c0.140.30 0.080.23 0.050.12v/s Ratio Perm 0.11 c0.27 c0.14 c0.23 0.02v/c Ratio 0.200.52 0.740.57 0.710.90 0.920.640.08Uniform Delay, d1 16.435.1 19.622.9 38.850.6 60.151.846.1Progression Factor1.001.00 1.470.76 1.001.00 1.211.222.34Incremental Delay, d20.21.6 4.71.3 5.620.3 46.42.70.0Delay (s)16.636.7 33.418.7 44.370.9119.165.6108.0Level of Service BD CB DE FEFApproach Delay (s)35.3 22.7 61.2 92.1Approach LOS D C E F
Intersection Summary
HCM 2000 Control Delay 43.7HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.81Actuated Cycle Length (s) 140.0Sum of lost time (s)18.5Intersection Capacity Utilization 90.2%ICU Level of Service EAnalysis Period (min)15Description: Traffic Count Consultants - 10/23/2014c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4840: 1 Av S & SW Campus Dr/S 348 St 8/6/2015
Synchro 8 Report2025 Action PM SK Page 21
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)112738178295151215864155194172760300
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)4%-1%7%-3%
Total Lost time (s)4.54.5 5.05.05.05.04.5 5.05.04.5
Lane Util. Factor 0.970.95 0.970.951.001.000.95 1.000.951.00
Frpb, ped/bikes 1.001.00 1.001.000.991.000.99 1.001.000.99
Flpb, ped/bikes 1.001.00 1.001.001.001.001.00 1.001.001.00
Frt 1.000.97 1.001.000.851.000.92 1.001.000.85
Flt Protected 0.951.00 0.951.001.000.951.00 0.951.001.00
Satd. Flow (prot)3384338734433578157817113120179936131593
Flt Permitted 0.951.00 0.951.001.000.951.00 0.951.001.00
Satd. Flow (perm)3384338734433578157817113120179936131593
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)112738178295151215864155194172760300RTOR Reduction (vph)01400045017000062Lane Group Flow (vph)11290202951512113641790172760238Confl. Peds. (#/hr)1 13 31 1Heavy Vehicles (%)1%1%1%2%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)222122222222
Turn Type ProtNA ProtNApm+ovProtNA ProtNApm+ovProtected Phases 74 38152167Permitted Phases 8 6Actuated Green, G (s)10.562.1 18.069.693.57.517.0 23.932.943.4Effective Green, g (s)10.562.1 18.069.693.57.517.0 23.932.943.4Actuated g/C Ratio0.080.44 0.130.500.670.050.12 0.170.230.31Clearance Time (s)4.54.5 5.05.05.05.04.5 5.05.04.5Vehicle Extension (s)2.02.0 2.02.02.02.02.0 2.02.02.0
Lane Grp Cap (vph)2531502 4421778111091378 307849493v/s Ratio Prot 0.030.27c0.09c0.420.02c0.040.06 0.10c0.210.04v/s Ratio Perm 0.05 0.11v/c Ratio 0.440.60 0.670.850.100.700.47 0.560.900.48Uniform Delay, d1 62.029.5 58.130.78.365.257.3 53.251.939.2Progression Factor0.861.04 1.251.643.620.781.16 1.091.101.18Incremental Delay, d20.41.8 2.64.70.07.30.1 1.411.50.3Delay (s)53.632.4 75.555.130.158.266.5 59.268.546.4Level of Service DC EECEE EEDApproach Delay (s)34.7 56.2 65.2 61.8Approach LOS C E E E
Intersection Summary
HCM 2000 Control Delay 53.7HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.85Actuated Cycle Length (s) 140.0Sum of lost time (s)19.5Intersection Capacity Utilization 87.4%ICU Level of Service EAnalysis Period (min)15Description: Traffic Count Consultant - 10/22/2014c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4848: Pacific Hwy S & S 348 St 8/6/2015
Synchro 8 Report2025 Action PM SK Page 1
Movement EBUEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBT
Lane Configurations
Volume (vph)4513314272987891435602745375821461024
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)4%1%2%-3%
Total Lost time (s)4.55.0 5.05.0 5.05.05.05.55.5
Lane Util. Factor 1.000.91 0.970.91 0.970.860.860.970.91
Frpb, ped/bikes 1.001.00 1.001.00 1.000.990.991.001.00
Flpb, ped/bikes 1.001.00 1.001.00 1.001.001.001.001.00
Frt 1.000.97 1.000.99 1.000.950.851.000.96
Flt Protected 0.951.00 0.951.00 0.951.001.000.951.00
Satd. Flow (prot)173748883369496732884344129634854950
Flt Permitted 0.951.00 0.951.00 0.951.001.000.951.00
Satd. Flow (perm)173748883369496732884344129634854950
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)4513314272987891435602745375821461024RTOR Reduction (vph)0023 003007030039Lane Group Flow (vph)017817020789149202747582611461300Confl. Peds. (#/hr)55 5 3 32Heavy Vehicles (%)1%1%1%1%3%3%3%5%5%5%2%2%Bus Blockages (#/hr)220222222002
Turn Type ProtProtNA ProtNA ProtNApm+ovProtNAProtected Phases 774 38 52316Permitted Phases 2Actuated Green, G (s)17.544.2 21.048.2 12.945.466.48.941.4Effective Green, g (s)17.544.2 21.048.2 12.945.466.48.941.4Actuated g/C Ratio 0.120.32 0.150.34 0.090.320.470.060.30Clearance Time (s)4.55.0 5.05.0 5.05.05.05.55.5Vehicle Extension (s)2.02.0 2.02.0 2.02.02.02.02.0
Lane Grp Cap (vph)2171543 5051710 30214086142211463v/s Ratio Prot 0.10c0.35c0.230.30c0.080.170.060.04c0.26v/s Ratio Perm 0.14v/c Ratio 0.821.10 1.560.87 0.910.540.420.660.89Uniform Delay, d1 59.747.9 59.543.0 63.038.724.264.147.1Progression Factor 1.010.93 0.620.87 1.161.341.990.941.09Incremental Delay, d2 19.556.2256.42.3 24.40.20.15.66.7Delay (s)80.1100.6293.339.8 97.452.148.365.558.0Level of Service FF FD FDDEEApproach Delay (s)98.7 127.4 60.2 58.8Approach LOS F F E E
Intersection Summary
HCM 2000 Control Delay 92.0HCM 2000 Level of Service FHCM 2000 Volume to Capacity ratio 1.09Actuated Cycle Length (s) 140.0Sum of lost time (s)20.5Intersection Capacity Utilization 111.3%ICU Level of Service HAnalysis Period (min)15Description: 9/11/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4848: Pacific Hwy S & S 348 St 8/6/2015
Synchro 8 Report2025 Action PM SK Page 2
Movement SBR
Lane Configurations
Volume (vph)315
Ideal Flow (vphpl)1900
Grade (%)
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF1.00Adj. Flow (vph)315RTOR Reduction (vph)0Lane Group Flow (vph)0Confl. Peds. (#/hr)2Heavy Vehicles (%)2%Bus Blockages (#/hr)2
Turn TypeProtected PhasesPermitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Vehicle Extension (s)
Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
4850: Enchanted Pkwy S/16 Av S & S 348 St/SR 18 8/6/2015
Synchro 8 Report2025 Action PM SK Page 24
Movement EBUEBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBL
Lane Configurations
Volume (vph)410915733919571685413157399732487434
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)2%-4%2%
Total Lost time (s)4.54.54.55.05.05.0 5.05.05.05.0
Lane Util. Factor 1.000.911.000.940.911.00 0.970.910.910.97
Frpb, ped/bikes 1.001.000.981.001.000.98 1.001.001.001.00
Flpb, ped/bikes 1.001.001.001.001.001.00 1.001.001.001.00
Frt 1.001.000.851.001.000.85 1.000.980.851.00
Flt Protected 0.951.001.000.951.001.00 0.951.001.000.95
Satd. Flow (prot)1688489114855027512315563419330014413502
Flt Permitted 0.951.001.000.951.001.00 0.951.001.000.95
Satd. Flow (perm)1688489114855027512315563419330014413502
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)410915733919571685413157399732487434RTOR Reduction (vph)0009400186009550Lane Group Flow (vph)0113157329795716852270556840315434Confl. Peds. (#/hr)44 45 511 114Heavy Vehicles (%)5%5%5%5%3%3%3%1%1%1%1%1%Bus Blockages (#/hr)220222222200
Turn Type ProtProtNAPermProtNAPermProtProtNApt+ovProtProtected Phases 774 38 5522 31Permitted Phases 4 8Actuated Green, G (s)10.542.942.918.050.450.4 17.039.757.719.9Effective Green, g (s)10.542.942.918.050.450.4 17.039.757.719.9Actuated g/C Ratio 0.080.310.310.130.360.36 0.120.280.410.14Clearance Time (s)4.54.54.55.05.05.0 5.05.0 5.0Vehicle Extension (s)2.02.02.02.02.02.0 2.02.0 2.0
Lane Grp Cap (vph)12614984556461844560 415935593497v/s Ratio Prot 0.07c0.32c0.190.33 c0.16c0.250.22c0.12v/s Ratio Perm 0.20 0.15v/c Ratio 0.901.050.651.480.910.41 1.340.900.530.87Uniform Delay, d1 64.248.542.161.042.733.6 61.548.231.058.8Progression Factor 0.640.510.291.020.981.07 0.861.031.541.10Incremental Delay, d2 25.630.12.9220.13.80.9167.910.70.415.0Delay (s)66.954.915.3282.245.636.7220.760.148.279.9Level of Service EDBFDD FEDEApproach Delay (s)48.1 118.5 108.0Approach LOS D F F
Intersection Summary
HCM 2000 Control Delay 88.8HCM 2000 Level of Service FHCM 2000 Volume to Capacity ratio 1.08Actuated Cycle Length (s) 140.0Sum of lost time (s)20.0Intersection Capacity Utilization 106.4%ICU Level of Service GAnalysis Period (min)15Description: 9/09/2014 - Traffic Count Consultant c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4850: Enchanted Pkwy S/16 Av S & S 348 St/SR 18 8/6/2015
Synchro 8 Report2025 Action PM SK Page 25
Movement SBTSBR
Lane Configurations
Volume (vph)791132
Ideal Flow (vphpl)19001900
Grade (%)-2%
Total Lost time (s)5.5
Lane Util. Factor 0.91
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.98
Flt Protected 1.00
Satd. Flow (prot)5044
Flt Permitted 1.00
Satd. Flow (perm)5044
Peak-hour factor, PHF1.001.00Adj. Flow (vph)791132RTOR Reduction (vph)170Lane Group Flow (vph)9060Confl. Peds. (#/hr)14Heavy Vehicles (%)1%1%Bus Blockages (#/hr)22
Turn Type NAProtected Phases 6Permitted PhasesActuated Green, G (s)42.1Effective Green, g (s)42.1Actuated g/C Ratio0.30Clearance Time (s)5.5Vehicle Extension (s)2.0
Lane Grp Cap (vph)1516v/s Ratio Prot 0.18v/s Ratio Permv/c Ratio 0.60Uniform Delay, d1 41.7Progression Factor1.16Incremental Delay, d20.4Delay (s)48.9Level of Service DApproach Delay (s)58.8Approach LOSE
Intersection Summary
HCM Signalized Intersection Capacity Analysis
5228: 21 Av SW & SW 356 St 8/6/2015
Synchro 8 Report2025 Action PM SK Page 26
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)53041632361206231604713303119399
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)0%-1%0%1%
Total Lost time (s)4.54.5 4.54.5 4.04.0 4.54.5
Lane Util. Factor 0.971.00 1.000.95 1.001.00 1.001.00
Frpb, ped/bikes 1.001.00 1.001.00 1.001.00 1.000.97
Flpb, ped/bikes 1.001.00 1.001.00 1.001.00 1.001.00
Frt 1.001.00 1.000.98 1.000.97 1.000.85
Flt Protected 0.951.00 0.951.00 0.951.00 0.971.00
Satd. Flow (prot)346018641796347317661805 18071526
Flt Permitted 0.951.00 0.951.00 0.951.00 0.971.00
Satd. Flow (perm)346018641796347317661805 18071526
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)53041632361206231604713303119399RTOR Reduction (vph)000010007000268Lane Group Flow (vph)530419023614270605300422131Confl. Peds. (#/hr)3 34 43 38 8Confl. Bikes (#/hr)3 1Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)120031312203
Turn Type ProtNA ProtNA SplitNA SplitNAPermProtected Phases 74 38 22 11Permitted Phases 1Actuated Green, G (s)18.559.920.461.812.712.729.529.5Effective Green, g (s)18.559.9 20.461.8 12.712.7 29.529.5Actuated g/C Ratio0.130.43 0.150.44 0.090.09 0.210.21Clearance Time (s)4.54.5 4.54.5 4.04.0 4.54.5Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)457797 2611533 160163 380321v/s Ratio Prot c0.150.22 0.13c0.41c0.030.03 c0.23v/s Ratio Perm 0.09v/c Ratio1.160.530.900.930.380.321.110.41Uniform Delay, d1 60.829.6 58.837.1 59.959.6 55.247.7Progression Factor1.001.00 1.090.96 1.001.00 1.152.37Incremental Delay, d293.82.5 30.411.3 0.50.4 79.20.3Delay (s)154.532.0 94.546.8 60.560.0 142.7113.4Level of Service FC FD EE FFApproach Delay (s)100.5 53.6 60.3 128.5Approach LOS F D E F
Intersection Summary
HCM 2000 Control Delay 83.5HCM 2000 Level of Service FHCM 2000 Volume to Capacity ratio 0.95Actuated Cycle Length (s) 140.0Sum of lost time (s)17.5Intersection Capacity Utilization 96.8%ICU Level of Service FAnalysis Period (min)15Description: Traffic Count Consultants - 10/29/2014c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
5240: 1 Av S & SW 356 St/S 356 St 8/6/2015
Synchro 8 Report2025 Action PM SK Page 27
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)3054903375110810233565434672778
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-4%5%3%1%
Total Lost time (s)5.55.55.54.54.5 5.04.54.55.04.54.5
Lane Util. Factor 1.001.001.001.000.95 1.001.001.001.001.001.00
Frpb, ped/bikes 1.001.000.971.001.00 1.001.001.001.001.001.00
Flpb, ped/bikes 1.001.001.001.001.00 1.001.001.001.001.001.00
Frt 1.001.000.851.000.99 1.001.000.851.001.000.85
Flt Protected 0.951.001.000.951.00 0.951.001.000.951.001.00
Satd. Flow (prot)18081919157817423421169617851530176118531563
Flt Permitted 0.071.001.000.311.00 0.711.001.000.721.001.00
Satd. Flow (perm)142191915785673421126817851530133518531563
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)3054903375110810233565434672778RTOR Reduction (vph)0018 040004500208Lane Group Flow (vph)3054901575120603356934672570Confl. Peds. (#/hr)3 3Confl. Bikes (#/hr)3 1Heavy Vehicles (%)1%1%1%1%1%1%4%4%4%2%2%2%Bus Blockages (#/hr)200022220002
Turn Type D.P+PNAPermD.P+PNAD.P+PNAPermD.P+PNAPermProtected Phases 16 52 74 38Permitted Phases 2 66 8 44 8Actuated Green, G (s)71.063.763.771.053.5 49.523.523.549.546.546.5Effective Green, g (s)71.063.763.771.053.5 49.523.523.549.546.546.5Actuated g/C Ratio0.510.460.460.510.38 0.350.170.170.350.330.33Clearance Time (s)5.55.55.54.54.5 5.04.54.55.04.54.5Vehicle Extension (s)2.02.02.02.02.0 2.02.02.02.02.02.0
Lane Grp Cap (vph)2808737173481307 457299256551615519v/s Ratio Prot c0.140.26 0.010.35 0.000.03 0.120.04v/s Ratio Perm c0.41 0.010.10 0.02 0.01c0.11c0.36v/c Ratio 1.090.560.020.220.92 0.070.190.040.630.121.10Uniform Delay, d1 45.127.921.019.841.3 30.050.048.836.432.546.8Progression Factor1.260.851.000.931.17 1.001.001.001.531.311.78Incremental Delay, d279.52.60.10.18.1 0.00.10.01.00.061.1Delay (s)136.626.421.018.656.4 30.150.248.856.842.7144.1Level of Service FCCBE CDDEDFApproach Delay (s)66.854.245.0112.7Approach LOS E D D F
Intersection Summary
HCM 2000 Control Delay 77.1HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 1.10Actuated Cycle Length (s) 140.0Sum of lost time (s)19.5Intersection Capacity Utilization 97.5%ICU Level of Service FAnalysis Period (min)15Description: Traffic Count Consultants - 10/16/2014c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
5246: Pacific Hwy S & S 356 St 8/6/2015
Synchro 8 Report2025 Action PM SK Page 28
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)24456731627153848217597663497
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-1%-3%2%
Total Lost time (s)7.05.05.06.05.0 4.54.5 5.5
Lane Util. Factor 0.971.001.001.000.95 0.970.91 1.00
Frpb, ped/bikes 1.001.001.001.001.00 1.001.00 1.00
Flpb, ped/bikes 1.001.001.001.001.00 1.001.00 1.00
Frt 1.001.000.851.000.99 1.000.99 1.00
Flt Protected 0.951.001.000.951.00 0.951.00 0.95
Satd. Flow (prot)34701891159417643510 32404743 1754
Flt Permitted 0.951.001.000.101.00 0.951.00 0.17
Satd. Flow (perm)3470189115941773510 32404743 314
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)24456731627153848217597663497RTOR Reduction (vph)00112 060005000Lane Group Flow (vph)24456720427158000177103400101Confl. Peds. (#/hr)1 1 10Heavy Vehicles (%)1%1%1%3%3%3%7%7%7%7%2%4%Bus Blockages (#/hr)202202202000
Turn Type ProtNAPermD.P+PNA ProtProtNAcustomD.P+PProtected Phases 74 38 552 1Permitted Phases 44 12Actuated Green, G (s)27.242.042.057.028.8 9.552.7 61.0Effective Green, g (s)27.242.042.057.028.8 10.553.7 61.0Actuated g/C Ratio0.190.300.300.410.21 0.080.38 0.44Clearance Time (s)7.05.05.06.05.0 5.55.5 5.5Vehicle Extension (s)2.02.02.02.02.0 2.02.0 2.0
Lane Grp Cap (vph)674567478242722 2431819 222v/s Ratio Prot 0.070.30c0.120.17 c0.050.22 0.03v/s Ratio Perm 0.13c0.34 0.17v/c Ratio 0.361.000.431.120.80 0.730.57 0.45Uniform Delay, d1 48.949.039.359.152.9 63.434.0 25.2Progression Factor0.941.071.130.701.31 1.001.00 0.82Incremental Delay, d20.136.10.293.56.1 8.91.3 0.5Delay (s)46.188.444.6135.075.5 72.235.3 21.0Level of Service DFDFE ED CApproach Delay (s)67.0 94.3 40.7Approach LOS E F D
Intersection Summary
HCM 2000 Control Delay 66.7HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 1.06Actuated Cycle Length (s) 140.0Sum of lost time (s)22.0Intersection Capacity Utilization 105.8%ICU Level of Service GAnalysis Period (min)15Description: 9/10/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
5246: Pacific Hwy S & S 356 St 8/6/2015
Synchro 8 Report2025 Action PM SK Page 29
Movement SBTSBR
Lane Configurations
Volume (vph)1370535
Ideal Flow (vphpl)19001900
Grade (%)-2%
Total Lost time (s)5.5
Lane Util. Factor 0.91
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.96
Flt Protected 1.00
Satd. Flow (prot)4812
Flt Permitted 1.00
Satd. Flow (perm)4812
Peak-hour factor, PHF1.001.00Adj. Flow (vph)1370535RTOR Reduction (vph)500Lane Group Flow (vph)18550Confl. Peds. (#/hr)Heavy Vehicles (%)4%4%Bus Blockages (#/hr)20
Turn Type NAProtected Phases 6Permitted PhasesActuated Green, G (s)51.5Effective Green, g (s)51.5Actuated g/C Ratio0.37Clearance Time (s)5.5Vehicle Extension (s)2.0
Lane Grp Cap (vph)1770v/s Ratio Prot c0.39v/s Ratio Permv/c Ratio 1.05Uniform Delay, d1 44.2Progression Factor0.89Incremental Delay, d233.6Delay (s)73.2Level of Service EApproach Delay (s)70.5Approach LOSE
Intersection Summary
HCM Signalized Intersection Capacity Analysis
5251: Enchanted Pkwy S & S 356 St 8/6/2015
Synchro 8 Report2025 Action PM SK Page 30
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)217105223981115861253641413225
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)1%0%-1%1%
Total Lost time (s)3.53.52.02.0 3.04.0 5.03.0
Lane Util. Factor 1.001.001.001.00 0.970.95 1.000.95
Frpb, ped/bikes 1.000.991.001.00 1.001.00 1.001.00
Flpb, ped/bikes 1.001.001.001.00 1.001.00 1.001.00
Frt 1.000.851.000.98 1.000.99 1.001.00
Flt Protected 0.951.000.951.00 0.951.00 0.951.00
Satd. Flow (prot)17651540175018443484354417783540
Flt Permitted 0.591.000.401.00 0.951.00 0.951.00
Satd. Flow (perm)1100154074318443484354417783540
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)217105223981115861253641413225RTOR Reduction (vph)00399 040020000Lane Group Flow (vph)022712339880586131501413270Confl. Peds. (#/hr)2 24 48 86 6Heavy Vehicles (%)2%2%2%2%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)202202020020
Turn Type PermNAPermPermNA ProtNA ProtNAProtected Phases 4 8 52 16Permitted Phases 4 48Actuated Green, G (s)32.032.032.532.5 22.081.0 2.761.7Effective Green, g (s)33.033.034.534.5 24.082.0 2.763.7Actuated g/C Ratio 0.240.240.250.25 0.170.59 0.020.46Clearance Time (s)4.54.54.04.0 5.05.0 5.05.0Vehicle Extension (s)2.02.02.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)259363183454 5972075 341610v/s Ratio Prot 0.05c0.170.37 0.01c0.37v/s Ratio Perm c0.210.080.05v/c Ratio 0.880.340.210.19 0.980.63 0.410.82Uniform Delay, d1 51.544.442.041.8 57.819.1 67.933.3Progression Factor 0.620.941.001.00 1.201.33 1.061.17Incremental Delay, d2 25.40.20.20.1 30.51.4 2.54.2Delay (s)57.441.842.241.8100.126.7 74.343.1Level of Service EDDD FC EDApproach Delay (s)46.5 41.9 49.3 43.5Approach LOS DDDD
Intersection Summary
HCM 2000 Control Delay 46.7HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.86Actuated Cycle Length (s) 140.0Sum of lost time (s)18.0Intersection Capacity Utilization 86.7%ICU Level of Service EAnalysis Period (min)15Description: 9/10/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
2550: Pacific Hwy S & S 312 St 8/6/2015
Synchro 8 Report2025 Action Saturday SK Page 1
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)32043317916734721130221880772118
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Width 121112121112121212121212
Grade (%)1%0%0%
Total Lost time (s)5.56.0 5.56.5 5.05.0 5.0
Lane Util. Factor1.000.951.000.950.970.911.00
Frpb, ped/bikes 1.000.99 1.000.98 1.000.99 1.00
Flpb, ped/bikes 1.001.00 1.001.00 1.001.00 1.00
Frt 1.000.96 1.000.94 1.000.99 1.00
Flt Protected 0.951.00 0.951.00 0.951.00 0.95
Satd. Flow (prot)1734324917553179 34394993 1773
Flt Permitted 0.181.00 0.251.00 0.951.00 0.95
Satd. Flow (perm)3243249 4713179 34394993 1773
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)32043317916734721130221880772118RTOR Reduction (vph)0360072 0006000Lane Group Flow (vph)32057601674860025195100120Confl. Peds. (#/hr)141429294242422929Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)624446446262
Turn Type D.P+PNAD.P+PNA ProtProtNA ProtProtProtected Phases 74 38 552 11Permitted Phases 8 4Actuated Green, G (s)50.941.1 51.427.2 14.055.8 13.3Effective Green, g (s)48.940.1 49.426.2 14.055.8 13.3Actuated g/C Ratio0.350.29 0.350.19 0.100.40 0.10Clearance Time (s)4.55.0 4.55.5 5.05.0 5.0Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.0
Lane Grp Cap (vph)341930 251594 3431990 168v/s Ratio Prot c0.150.18 0.040.15 c0.070.19 0.07v/s Ratio Perm c0.17 0.19v/c Ratio 0.940.62 0.670.82 0.730.48 0.71Uniform Delay, d1 37.843.3 49.954.6 61.231.3 61.5Progression Factor1.061.07 1.261.23 0.530.23 1.21Incremental Delay, d232.30.9 5.08.2 6.00.7 10.7Delay (s)72.447.4 67.975.5 38.58.0 85.1Level of Service ED EE DA FApproach Delay (s)56.0 73.7 14.3Approach LOS E E B
Intersection Summary
HCM 2000 Control Delay 48.2HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.76Actuated Cycle Length (s) 140.0Sum of lost time (s)22.0Intersection Capacity Utilization 92.6%ICU Level of Service FAnalysis Period (min)15Description: 9/25/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
2550: Pacific Hwy S & S 312 St 8/6/2015
Synchro 8 Report2025 Action Saturday SK Page 2
Movement SBTSBR
Lane Configurations
Volume (vph)1226288
Ideal Flow (vphpl)19001900
Lane Width 1212
Grade (%)0%
Total Lost time (s)5.06.0
Lane Util. Factor0.911.00
Frpb, ped/bikes 1.000.94
Flpb, ped/bikes 1.001.00
Frt 1.000.85
Flt Protected 1.001.00
Satd. Flow (prot)51081476
Flt Permitted 1.001.00
Satd. Flow (perm)51081476
Peak-hour factor, PHF1.001.00Adj. Flow (vph)1226288RTOR Reduction (vph)0144Lane Group Flow (vph)1226144Confl. Peds. (#/hr)29Heavy Vehicles (%)1%1%Bus Blockages (#/hr)44
Turn Type NAPermProtected Phases 6Permitted Phases 6Actuated Green, G (s)55.155.1Effective Green, g (s)55.154.1Actuated g/C Ratio0.390.39Clearance Time (s)5.05.0Vehicle Extension (s)2.02.0
Lane Grp Cap (vph)2010570v/s Ratio Protc0.24v/s Ratio Perm 0.10v/c Ratio 0.610.25Uniform Delay, d1 33.929.2Progression Factor1.343.11Incremental Delay, d21.31.0Delay (s)46.691.9Level of Service DFApproach Delay (s)57.4Approach LOS E
Intersection Summary
HCM Signalized Intersection Capacity Analysis
2750: Pacific Hwy S & S 316 St 8/6/2015
Synchro 8 Report2025 Action Saturday SK Page 3
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)9866122160711254820811071619150
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Width 121112121112121212121212
Grade (%)-2%0%2%
Total Lost time (s)5.06.0 5.56.5 4.54.5 5.0
Lane Util. Factor1.001.001.001.001.000.911.00
Frpb, ped/bikes 1.000.97 1.000.98 1.000.99 1.00
Flpb, ped/bikes 0.991.00 0.991.00 1.001.00 1.00
Frt 1.000.90 1.000.90 1.000.98 1.00
Flt Protected 0.951.00 0.951.00 0.951.00 0.95
Satd. Flow (prot)1751156616991567 17694892 1737
Flt Permitted 0.331.00 0.451.00 0.951.00 0.95
Satd. Flow (perm)5991566 8061567 17694892 1737
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)9866122160711254820811071619150RTOR Reduction (vph)051005300012000Lane Group Flow (vph)98137016014300256125600159Confl. Peds. (#/hr)252514141919192525Heavy Vehicles (%)1%1%1%4%4%4%1%1%1%1%2%2%Bus Blockages (#/hr)674406406767
Turn Type D.P+PNAD.P+PNA ProtProtNA ProtProtProtected Phases 74 38 552 11Permitted Phases 8 4Actuated Green, G (s)31.526.1 31.518.4 23.668.5 21.0Effective Green, g (s)29.525.1 29.517.4 23.668.5 21.0Actuated g/C Ratio0.210.18 0.210.12 0.170.49 0.15Clearance Time (s)4.05.0 4.55.5 4.54.5 5.0Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.0
Lane Grp Cap (vph)225280 197194 2982393 260v/s Ratio Prot 0.040.09c0.030.09 c0.140.26 0.09v/s Ratio Perm 0.05 c0.14v/c Ratio 0.440.49 0.810.74 0.860.52 0.61Uniform Delay, d1 54.551.7 57.259.1 56.624.6 55.7Progression Factor1.001.00 0.660.76 0.831.48 0.85Incremental Delay, d20.50.5 20.611.8 10.90.4 2.5Delay (s)55.052.2 58.456.8 57.736.7 50.0Level of Service DD EE ED DApproach Delay (s)53.1 57.5 40.2Approach LOS D E D
Intersection Summary
HCM 2000 Control Delay 35.7HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.73Actuated Cycle Length (s) 140.0Sum of lost time (s)21.0Intersection Capacity Utilization 91.9%ICU Level of Service FAnalysis Period (min)15Description: 9/24/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
2750: Pacific Hwy S & S 316 St 8/6/2015
Synchro 8 Report2025 Action Saturday SK Page 4
Movement SBTSBR
Lane Configurations
Volume (vph)150553
Ideal Flow (vphpl)19001900
Lane Width 1212
Grade (%)-2%
Total Lost time (s)5.0
Lane Util. Factor0.91
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.99
Flt Protected 1.00
Satd. Flow (prot)5064
Flt Permitted 1.00
Satd. Flow (perm)5064
Peak-hour factor, PHF1.001.00Adj. Flow (vph)150553RTOR Reduction (vph)20Lane Group Flow (vph)15560Confl. Peds. (#/hr)25Heavy Vehicles (%)2%2%Bus Blockages (#/hr)40
Turn Type NAProtected Phases 6Permitted PhasesActuated Green, G (s)65.9Effective Green, g (s)65.9Actuated g/C Ratio0.47Clearance Time (s)5.0Vehicle Extension (s)2.0
Lane Grp Cap (vph)2383v/s Ratio Protc0.31v/s Ratio Permv/c Ratio0.65Uniform Delay, d1 28.3Progression Factor0.72Incremental Delay, d21.2Delay (s)21.6Level of Service CApproach Delay (s)24.2Approach LOS C
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3050: Pacific Hwy S & S 320 St 8/6/2015
Synchro 8 Report2025 Action Saturday SK Page 5
Movement EBUEBLEBTEBRWBUWBLWBTWBRNBUNBLNBTNBR
Lane Configurations
Volume (vph)594141259155144391728713226936366
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-6%0%2%
Total Lost time (s)5.55.5 5.05.55.5 5.05.0
Lane Util. Factor 0.970.91 0.970.911.00 0.970.91
Frpb, ped/bikes 1.000.99 1.001.000.97 1.000.99
Flpb, ped/bikes 1.001.00 1.001.001.00 1.001.00
Frt 1.000.98 1.001.000.85 1.000.96
Flt Protected 0.951.00 0.951.001.00 0.951.00
Satd. Flow (prot)35715146 34675081155533774819
Flt Permitted 0.951.00 0.951.001.00 0.951.00
Satd. Flow (perm)35715146 34675081155533774819
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)594141259155144391728713226936366RTOR Reduction (vph)0011 000010200510Lane Group Flow (vph)0473140300444917185023912520Confl. Peds. (#/hr)3535 351515 152424 24Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)804040800804
Turn Type ProtProtNA ProtProtNAPermProtProtNAProtected Phases 116 552 338Permitted Phases 2Actuated Green, G (s)19.543.5 19.042.542.5 13.739.0Effective Green, g (s)19.543.5 19.042.542.5 13.739.0Actuated g/C Ratio 0.140.31 0.140.300.30 0.100.28Clearance Time (s)5.55.5 5.05.55.5 5.05.0Vehicle Extension (s)2.02.0 2.02.02.0 2.02.0
Lane Grp Cap (vph)4971598 4701542472 3301342v/s Ratio Prot 0.13c0.27 c0.130.18 0.07c0.26v/s Ratio Perm 0.12v/c Ratio 0.950.88 0.940.590.39 0.720.93Uniform Delay, d1 59.845.7 60.041.438.5 61.349.2Progression Factor 0.880.84 1.231.462.08 0.650.98Incremental Delay, d2 27.56.9 21.71.21.7 4.18.9Delay (s)80.045.5 95.561.981.9 43.857.2Level of Service FD FEF DEApproach Delay (s)54.1 74.4 55.1Approach LOS D E E
Intersection Summary
HCM 2000 Control Delay 59.0HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 0.93Actuated Cycle Length (s) 140.0Sum of lost time (s)21.0Intersection Capacity Utilization 109.3%ICU Level of Service HAnalysis Period (min)15Description: 9/24/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3050: Pacific Hwy S & S 320 St 8/6/2015
Synchro 8 Report2025 Action Saturday SK Page 6
Movement SBUSBLSBTSBR
Lane Configurations
Volume (vph)314051066247
Ideal Flow (vphpl)1900190019001900
Grade (%)-2%
Total Lost time (s)5.05.05.0
Lane Util. Factor 0.970.911.00
Frpb, ped/bikes1.001.000.96
Flpb, ped/bikes 1.001.001.00
Frt 1.001.000.85
Flt Protected 0.951.001.00
Satd. Flow (prot)344051361493
Flt Permitted 0.951.001.00
Satd. Flow (perm)344051361493
Peak-hour factor, PHF1.001.001.001.00Adj. Flow (vph)314051066247RTOR Reduction (vph)00097Lane Group Flow (vph)04361066150Confl. Peds. (#/hr)1919 19Heavy Vehicles (%)2%2%2%2%Bus Blockages (#/hr)0408
Turn Type ProtProtNAPermProtected Phases 774Permitted Phases 4Actuated Green, G (s)18.043.343.3Effective Green, g (s)18.043.343.3Actuated g/C Ratio 0.130.310.31Clearance Time (s)5.05.05.0Vehicle Extension (s)2.02.02.0
Lane Grp Cap (vph)4421588461v/s Ratio Prot c0.130.21v/s Ratio Perm 0.10v/c Ratio 0.990.670.33Uniform Delay, d1 60.942.137.1Progression Factor 0.940.891.24Incremental Delay, d2 33.61.71.4Delay (s)90.639.447.5Level of Service FDDApproach Delay (s)53.3Approach LOS D
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3052: 20 Av S & S 320 St 8/6/2015
Synchro 8 Report2025 Action Saturday SK Page 7
Movement EBLEBTEBRWBUWBLWBTWBRNBLNBTNBRSBLSBT
Lane Configurations
Volume (vph)32717551071312314132081628691253127
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Lane Width 111112111111121111121111
Grade (%)-3%2%-1%-3%
Total Lost time (s)5.05.0 4.54.5 4.55.0 5.05.5
Lane Util. Factor 0.970.91 0.970.91 1.001.00 1.001.00
Frpb, ped/bikes 1.001.00 1.000.99 1.000.99 1.000.98
Flpb, ped/bikes 1.001.00 1.001.00 1.001.00 1.001.00
Frt 1.000.99 1.000.98 1.000.92 1.000.91
Flt Protected 0.951.00 0.951.00 0.951.00 0.951.00
Satd. Flow (prot)34024962 331847671708167117191650
Flt Permitted 0.951.00 0.951.00 0.161.00 0.381.00
Satd. Flow (perm)34024962 33184767 2901671 6871650
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)32717551071312314132081628691253127RTOR Reduction (vph)040001200300042Lane Group Flow (vph)327185800136160901621470253278Confl. Peds. (#/hr)771818184412Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)040404040440
Turn Type ProtNA ProtProtNAD.P+PNAD.P+PNAProtected Phases 52 116 74 38Permitted Phases 8 4Actuated Green, G (s)16.574.5 10.568.5 36.520.2 36.527.1Effective Green, g (s)16.574.5 10.568.5 35.519.7 35.526.6Actuated g/C Ratio0.120.53 0.080.49 0.250.14 0.250.19Clearance Time (s)5.05.0 4.54.5 4.04.5 4.55.0Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)4002640 2482332 163235 290313v/s Ratio Prot c0.10c0.37 0.04c0.34 0.060.09 0.100.17v/s Ratio Perm c0.19 c0.12v/c Ratio 0.820.70 0.550.69 0.990.63 0.870.89Uniform Delay, d1 60.324.5 62.527.6 60.556.7 47.155.2Progression Factor1.001.24 0.680.34 1.001.00 1.040.93Incremental Delay, d26.30.8 1.01.3 68.33.7 23.124.1Delay (s)66.831.1 43.610.6128.760.4 72.275.4Level of Service EC DB FE EEApproach Delay (s)36.4 13.2 93.0 74.0Approach LOS D B F E
Intersection Summary
HCM 2000 Control Delay 36.4HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.81Actuated Cycle Length (s) 140.0Sum of lost time (s)19.5Intersection Capacity Utilization 87.9%ICU Level of Service EAnalysis Period (min)15Description: 9/24/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3052: 20 Av S & S 320 St 8/6/2015
Synchro 8 Report2025 Action Saturday SK Page 8
Movement SBR
Lane Configurations
Volume (vph)193
Ideal Flow (vphpl)1900
Lane Width 12
Grade (%)
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF1.00Adj. Flow (vph)193RTOR Reduction (vph)0Lane Group Flow (vph)0Confl. Peds. (#/hr)12Heavy Vehicles (%)1%Bus Blockages (#/hr)4
Turn TypeProtected PhasesPermitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Vehicle Extension (s)
Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3055: 23 Av S & S 320 St 8/6/2015
Synchro 8 Report2025 Action Saturday SK Page 9
Movement EBUEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBT
Lane Configurations
Volume (vph)6313148769614150240040144245512227
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)5%-5%1%0%
Total Lost time (s)4.54.5 5.55.5 5.06.05.55.06.0
Lane Util. Factor 0.970.91 0.970.91 1.001.001.000.971.00
Frpb, ped/bikes 1.001.00 1.000.99 1.001.000.981.000.99
Flpb, ped/bikes 1.001.00 1.001.00 1.001.001.001.001.00
Frt 1.000.99 1.000.97 1.001.000.851.000.94
Flt Protected 0.951.00 0.951.00 0.951.001.000.951.00
Satd. Flow (prot)324048743483504017331735151333591661
Flt Permitted 0.951.00 0.951.00 0.951.001.000.951.00
Satd. Flow (perm)324048743483504017331735151333591661
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)6313148769614150240040144245512227RTOR Reduction (vph)003003000062017Lane Group Flow (vph)0319155306141872040144183512347Confl. Peds. (#/hr)2525 2510 1017 174Heavy Vehicles (%)2%2%2%2%1%1%1%2%2%2%3%3%Bus Blockages (#/hr)416610104164166610
Turn Type ProtProtNA ProtNA ProtNApm+ovProtNAProtected Phases 774 38 52316Permitted Phases 2Actuated Green, G (s)12.554.2 21.563.2 8.422.243.722.135.9Effective Green, g (s)12.554.2 21.563.2 7.921.743.721.635.4Actuated g/C Ratio 0.090.39 0.150.45 0.060.150.310.150.25Clearance Time (s)4.54.5 5.55.5 4.55.55.54.55.5Vehicle Extension (s)2.02.0 2.02.0 2.02.02.02.02.0
Lane Grp Cap (vph)2891886 5342275 97268531518419v/s Ratio Prot 0.100.32c0.18c0.37 0.020.080.05c0.15c0.21v/s Ratio Perm 0.07v/c Ratio 1.100.82 1.150.82 0.410.540.340.990.83Uniform Delay, d1 63.838.6 59.233.5 63.854.537.159.149.4Progression Factor 0.960.93 0.780.75 1.200.981.021.051.13Incremental Delay, d2 82.34.0 85.73.2 1.01.00.135.211.6Delay (s)143.339.9131.728.2 77.354.738.297.167.7Level of Service FD FC EDDFEApproach Delay (s)57.5 53.5 47.4 84.8Approach LOS E D D F
Intersection Summary
HCM 2000 Control Delay 59.2HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 0.95Actuated Cycle Length (s) 140.0Sum of lost time (s)21.0Intersection Capacity Utilization 97.3%ICU Level of Service FAnalysis Period (min)15Description: TC2 - 9/24/2014c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3055: 23 Av S & S 320 St 8/6/2015
Synchro 8 Report2025 Action Saturday SK Page 10
Movement SBR
Lane Configurations
Volume (vph)137
Ideal Flow (vphpl)1900
Grade (%)
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF1.00Adj. Flow (vph)137RTOR Reduction (vph)0Lane Group Flow (vph)0Confl. Peds. (#/hr)4Heavy Vehicles (%)3%Bus Blockages (#/hr)4
Turn TypeProtected PhasesPermitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Vehicle Extension (s)
Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
3350: Pacific Hwy S & S 324 St 8/6/2015
Synchro 8 Report2025 Action Saturday SK Page 11
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)173171190470303498317613692065182
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-1%1%0%
Total Lost time (s)5.05.55.55.56.0 5.05.0 5.0
Lane Util. Factor 1.001.001.000.971.00 1.000.91 1.00
Frpb, ped/bikes 1.001.000.971.001.00 1.000.99 1.00
Flpb, ped/bikes 1.001.001.001.001.00 1.001.00 1.00
Frt 1.001.000.851.000.98 1.000.98 1.00
Flt Protected 0.951.001.000.951.00 0.951.00 0.95
Satd. Flow (prot)17781812109733751792 17735005 1730
Flt Permitted 0.951.001.000.951.00 0.951.00 0.95
Satd. Flow (perm)17781812109733751792 17735005 1730
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)173171190470303498317613692065182RTOR Reduction (vph)00106 0500013000Lane Group Flow (vph)1731718447034700259156200187Confl. Peds. (#/hr)16 1616 1699 988Heavy Vehicles (%)2%2%2%2%2%2%1%1%1%1%1%1%Bus Blockages (#/hr)0872 620620808
Turn Type ProtNAPermProtNA ProtProtNA ProtProtProtected Phases 74 38 552 11Permitted Phases 4Actuated Green, G (s)16.126.026.020.930.8 21.657.1 16.0Effective Green, g (s)15.625.525.520.430.3 21.657.1 16.0Actuated g/C Ratio0.110.180.180.150.22 0.150.41 0.11Clearance Time (s)4.55.05.05.05.5 5.05.0 5.0Vehicle Extension (s)2.02.02.02.02.0 2.02.0 2.0
Lane Grp Cap (vph)198330199491387 2732041 197v/s Ratio Prot 0.100.09c0.14c0.19 c0.15c0.31 0.11v/s Ratio Perm 0.08v/c Ratio 0.870.520.420.960.90 0.950.77 0.95Uniform Delay, d1 61.251.750.759.453.3 58.735.7 61.6Progression Factor1.001.001.000.831.03 1.001.00 1.14Incremental Delay, d231.10.60.529.522.1 39.92.8 36.9Delay (s)92.452.351.378.576.8 98.538.5 107.1Level of Service FDDEE FD FApproach Delay (s)64.9 77.7 47.0Approach LOS E E D
Intersection Summary
HCM 2000 Control Delay 50.1HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.89Actuated Cycle Length (s) 140.0Sum of lost time (s)21.0Intersection Capacity Utilization 93.9%ICU Level of Service FAnalysis Period (min)15Description: 9/24/2014 -Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3350: Pacific Hwy S & S 324 St 8/6/2015
Synchro 8 Report2025 Action Saturday SK Page 12
Movement SBTSBR
Lane Configurations
Volume (vph)1188268
Ideal Flow (vphpl)19001900
Grade (%)0%
Total Lost time (s)5.0
Lane Util. Factor 0.91
Frpb, ped/bikes 0.99
Flpb, ped/bikes 1.00
Frt 0.97
Flt Protected 1.00
Satd. Flow (prot)4915
Flt Permitted 1.00
Satd. Flow (perm)4915
Peak-hour factor, PHF1.001.00Adj. Flow (vph)1188268RTOR Reduction (vph)240Lane Group Flow (vph)14320Confl. Peds. (#/hr)8Heavy Vehicles (%)1%1%Bus Blockages (#/hr)62
Turn Type NAProtected Phases 6Permitted PhasesActuated Green, G (s)51.5Effective Green, g (s)51.5Actuated g/C Ratio0.37Clearance Time (s)5.0Vehicle Extension (s)2.0
Lane Grp Cap (vph)1808v/s Ratio Prot 0.29v/s Ratio Permv/c Ratio 0.79Uniform Delay, d1 39.5Progression Factor0.59Incremental Delay, d22.3Delay (s)25.7Level of Service CApproach Delay (s)35.0Approach LOSC
Intersection Summary
HCM Signalized Intersection Capacity Analysis
670: S Peasley Cyn Rd 8/6/2015
Synchro 8 Report2025 Action Saturday SK Page 1
Movement EBLEBRNBLNBTSBTSBR
Lane Configurations
Volume (vph)341518478570929444
Ideal Flow (vphpl)190019001900190019001900
Total Lost time (s)5.05.05.05.05.05.0
Lane Util. Factor0.971.000.971.001.001.00
Frt 1.000.851.001.001.000.85
Flt Protected 0.951.000.951.001.001.00
Satd. Flow (prot)343315833433186318631583
Flt Permitted 0.951.000.951.001.001.00
Satd. Flow (perm)343315833433186318631583
Peak-hour factor, PHF1.001.001.001.001.001.00Adj. Flow (vph)341518478570929444RTOR Reduction (vph)027200058Lane Group Flow (vph)341246478570929386
Turn Type ProtPermProtNANAPermProtected Phases 4 526Permitted Phases 4 6Actuated Green, G (s)23.423.421.2106.680.480.4Effective Green, g (s)23.423.421.2106.680.480.4Actuated g/C Ratio0.170.170.150.760.570.57Clearance Time (s)5.05.05.05.05.05.0Vehicle Extension (s)2.02.02.02.02.02.0
Lane Grp Cap (vph)57326451914181069909v/s Ratio Prot 0.10c0.140.31c0.50v/s Ratio Permc0.160.24v/c Ratio 0.600.930.920.400.870.42Uniform Delay, d1 53.957.558.65.725.316.8Progression Factor1.001.001.001.000.580.30Incremental Delay, d21.137.321.50.94.00.6Delay (s)55.094.880.16.618.65.5Level of Service EFFABAApproach Delay (s)79.0 40.114.4Approach LOSEDB
Intersection Summary
HCM 2000 Control Delay 39.5HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.89Actuated Cycle Length (s) 140.0Sum of lost time (s)15.0Intersection Capacity Utilization 89.3%ICU Level of Service EAnalysis Period (min)15c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3040: 1 Av S & SW 320 St/S 320 St 8/6/2015
Synchro 8 Report2025 Action Saturday SK Page 1
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)012911780113625704583450306111
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)5%-1%-1%1%
Total Lost time (s)4.55.5 5.05.0 5.05.0 4.54.5
Lane Util. Factor 0.951.00 0.951.00 0.951.00 0.951.00
Frpb, ped/bikes 1.000.99 1.000.98 1.000.99 1.000.98
Flpb, ped/bikes 1.001.00 1.001.00 1.001.00 1.001.00
Frt 1.000.85 1.000.85 1.000.85 1.000.85
Flt Protected 1.001.00 1.001.00 1.001.00 1.001.00
Satd. Flow (prot)34571538353515833592156035561511
Flt Permitted 1.001.00 1.001.00 1.001.00 1.001.00
Satd. Flow (perm)34571538353515833592156035561511
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)012911780113625704583450306111RTOR Reduction (vph)0055006400400057Lane Group Flow (vph)01291123011361930458305030654Confl. Peds. (#/hr)1 12 21 14 4Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)040080804408
Turn Type NAPerm NAPerm NAPerm NAPermProtected Phases 6284Permitted Phases 6284Actuated Green, G (s)96.296.2 95.795.7 34.334.3 34.834.8Effective Green, g (s)96.295.2 95.795.7 34.334.3 34.834.8Actuated g/C Ratio 0.690.68 0.680.68 0.240.24 0.250.25Clearance Time (s)4.54.5 5.05.0 5.05.0 4.54.5Vehicle Extension (s)2.02.0 2.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)2375104524161082 880382 883375v/s Ratio Prot c0.37 0.32 0.13 0.09v/s Ratio Perm 0.08 0.12 c0.20 0.04v/c Ratio 0.540.12 0.470.18 0.520.80 0.350.14Uniform Delay, d1 10.97.8 10.38.0 45.749.6 43.341.0Progression Factor 1.001.00 1.362.41 0.870.87 1.271.96Incremental Delay, d2 0.90.2 0.50.3 0.210.1 0.10.1Delay (s)11.88.0 14.619.5 40.353.2 54.880.2Level of Service BA BB DD DFApproach Delay (s)11.4 15.5 45.8 61.6Approach LOS B B D E
Intersection Summary
HCM 2000 Control Delay 24.7HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.61Actuated Cycle Length (s) 140.0Sum of lost time (s)10.0Intersection Capacity Utilization 65.1%ICU Level of Service CAnalysis Period (min)15Description: Traffic Count Consultant - 10/15/2014c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3057: I-5 SB Ramp & S 320 St 8/11/2015
Synchro 8 Report2025 Action Saturday SK Page 1
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)017097762351589 000018801075
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)1%0%2%2%
Total Lost time (s)5.05.05.05.0 5.05.05.0
Lane Util. Factor 0.911.001.000.91 0.950.950.76
Frpb, ped/bikes 1.000.971.001.00 1.001.001.00
Flpb, ped/bikes 1.001.001.001.00 1.001.001.00
Frt 1.000.851.001.00 1.001.000.85
Flt Protected 1.001.000.951.00 0.950.951.00
Satd. Flow (prot)5046150717595122 166716813600
Flt Permitted 1.001.000.951.00 0.950.951.00
Satd. Flow (perm)5046150717595122 166716813600
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)017097762351589 000018801075RTOR Reduction (vph)00351 0000000040Lane Group Flow (vph)017094252351589 000094941035Confl. Peds. (#/hr)2 2 5 5Heavy Vehicles (%)2%2%2%1%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)024420202202
Turn Type NAPermProtNA SplitNAcustomProtected Phases 2 16 444 5Permitted Phases 2Actuated Green, G (s)64.064.027.082.4 34.034.047.6Effective Green, g (s)64.064.027.082.4 34.034.047.6Actuated g/C Ratio 0.460.460.190.59 0.240.240.34Clearance Time (s)5.05.05.05.0 5.05.0Vehicle Extension (s)2.02.02.02.0 2.02.0
Lane Grp Cap (vph)23066883393014 4044081224v/s Ratio Prot c0.34c0.130.31 0.060.06c0.29v/s Ratio Perm 0.28v/c Ratio 0.740.620.690.53 0.230.230.85Uniform Delay, d1 31.228.852.617.2 42.542.542.8Progression Factor 1.001.001.001.00 1.001.001.00Incremental Delay, d2 2.24.14.90.7 0.10.15.3Delay (s)33.432.957.517.8 42.642.648.1Level of Service CCEB DDDApproach Delay (s)33.2 23.0 0.0 47.3Approach LOS C C A D
Intersection Summary
HCM 2000 Control Delay 33.1HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.79Actuated Cycle Length (s) 140.0Sum of lost time (s)15.0Intersection Capacity Utilization 80.4%ICU Level of Service DAnalysis Period (min)15Description: 9/23/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3058: I-5 NB - 320/320 EB - I-5 NB Ramps/I-5 NB Ramp & S 320 St 8/6/2015
Synchro 8 Report2025 Action Saturday SK Page 4
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)01154680013071324802100000
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)1%-1%2%3%
Total Lost time (s)5.05.0 5.0 5.05.06.0
Lane Util. Factor 0.911.00 0.91 0.950.951.00
Frpb, ped/bikes 1.001.00 1.00 1.001.000.99
Flpb, ped/bikes 1.001.00 1.00 1.001.001.00
Frt 1.000.85 0.99 1.001.000.85
Flt Protected 1.001.00 1.00 0.950.951.00
Satd. Flow (prot)504615755062165116691533
Flt Permitted 1.001.00 1.00 0.950.951.00
Satd. Flow (perm)504615755062165116691533
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)01154680013071324802100000RTOR Reduction (vph)0000500059000Lane Group Flow (vph)0115468001434024024241000Confl. Peds. (#/hr)2 21 110 10Heavy Vehicles (%)2%2%2%1%1%1%2%2%2%2%2%2%Bus Blockages (#/hr)020020202202
Turn Type NAFree NA SplitNAPermProtected Phases 2 6 44Permitted Phases Free 4Actuated Green, G (s)104.4140.0104.4 25.625.625.6Effective Green, g (s)104.4140.0104.4 25.625.624.6Actuated g/C Ratio 0.751.00 0.75 0.180.180.18Clearance Time (s)5.0 5.0 5.05.05.0Vehicle Extension (s)2.0 2.0 2.02.02.0
Lane Grp Cap (vph)376215753774 301305269v/s Ratio Prot 0.23 0.28c0.150.14v/s Ratio Perm c0.43 0.03v/c Ratio 0.310.43 0.38 0.800.790.15Uniform Delay, d1 5.90.0 6.3 54.754.748.9Progression Factor 1.001.00 1.29 1.021.021.06Incremental Delay, d2 0.20.9 0.3 12.812.40.1Delay (s)6.10.9 8.4 68.768.251.9Level of Service AA A EEDApproach Delay (s)4.1 8.4 65.6 0.0Approach LOS AAEA
Intersection Summary
HCM 2000 Control Delay 15.0HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.52Actuated Cycle Length (s) 140.0Sum of lost time (s)10.0Intersection Capacity Utilization 56.6%ICU Level of Service BAnalysis Period (min)15Description: 9/23/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3064: Military Rd S & S 320 St/S Peasley Cyn Rd 8/6/2015
Synchro 8 Report2025 Action Saturday SK Page 5
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)1427942016788511222513957148190380
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Total Lost time (s)5.05.06.05.05.0 5.05.05.05.05.05.0
Lane Util. Factor 1.000.951.001.000.95 1.001.001.001.001.001.00
Frpb, ped/bikes 1.001.000.951.000.99 1.001.000.961.001.000.96
Flpb, ped/bikes 1.001.001.001.001.00 1.001.001.001.001.001.00
Frt 1.001.000.851.000.98 1.001.000.851.001.000.85
Flt Protected 0.951.001.000.951.00 0.951.001.000.951.001.00
Satd. Flow (prot)17703525149917703434175518631506175518631506
Flt Permitted 0.951.001.000.951.00 0.951.001.000.951.001.00
Satd. Flow (perm)17703525149917703434175518631506175518631506
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)1427942016788511222513957148190380RTOR Reduction (vph)0071 060004800257Lane Group Flow (vph)1427941306799102251399148190123Confl. Peds. (#/hr)1010101010101010Bus Blockages (#/hr)020020202202
Turn Type ProtNApm+ovProtNA SplitNAPermSplitNAPermProtected Phases 528168844Permitted Phases284Actuated Green, G (s)14.870.191.78.864.1 21.621.621.619.519.519.5Effective Green, g (s)14.870.189.78.864.1 21.621.621.619.519.519.5Actuated g/C Ratio0.110.500.640.060.46 0.150.150.150.140.140.14Clearance Time (s)5.05.05.05.05.0 5.05.05.05.05.05.0Vehicle Extension (s)2.02.02.02.02.0 2.02.02.02.02.02.0
Lane Grp Cap (vph)187176510241111572 270287232244259209v/s Ratio Prot c0.080.230.020.04c0.29c0.130.07 0.08c0.10v/s Ratio Perm 0.07 0.01 0.08v/c Ratio 0.760.450.130.600.63 0.830.480.040.610.730.59Uniform Delay, d1 60.922.59.863.928.9 57.554.150.456.657.856.5Progression Factor1.111.304.831.001.00 1.001.001.001.001.001.00Incremental Delay, d212.40.70.06.21.9 18.50.50.02.98.92.7Delay (s)79.629.947.570.130.9 76.054.650.459.666.759.2Level of Service ECDEC EDDEEEApproach Delay (s)39.2 33.3 65.5 61.2Approach LOS D C E E
Intersection Summary
HCM 2000 Control Delay 45.4HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.70Actuated Cycle Length (s) 140.0Sum of lost time (s)21.0Intersection Capacity Utilization 77.7%ICU Level of Service DAnalysis Period (min)15Description: Mils320c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4050: Pacific Hwy S & S 336 St 8/6/2015
Synchro 8 Report2025 Action Saturday SK Page 6
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBUSBL
Lane Configurations
Volume (vph)176101158841735721701556122549
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)1%1%3%
Total Lost time (s)4.55.55.54.55.5 5.05.0 5.5
Lane Util. Factor 1.001.001.001.000.95 0.970.91 1.00
Frpb, ped/bikes 1.001.000.981.001.00 1.001.00 1.00
Flpb, ped/bikes 1.001.001.001.001.00 1.001.00 1.00
Frt 1.001.000.851.000.96 1.000.99 1.00
Flt Protected 0.951.001.000.951.00 0.951.00 0.95
Satd. Flow (prot)17321872153717433395 34014953 1796
Flt Permitted 0.531.001.000.641.00 0.951.00 0.95
Satd. Flow (perm)9691872153711833395 34014953 1796
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)176101158841735721701556122549RTOR Reduction (vph)00133028 0005000Lane Group Flow (vph)17610125842020017216730054Confl. Peds. (#/hr)6 67 733 333Heavy Vehicles (%)1%1%1%1%1%1%1%1%1%1%2%2%Bus Blockages (#/hr)604426426060
Turn Type D.P+PNAPermD.P+PNA ProtProtNA ProtProtProtected Phases 74 38 552 11Permitted Phases 8 44Actuated Green, G (s)33.722.222.233.723.2 10.278.2 7.6Effective Green, g (s)33.722.222.233.723.2 10.278.2 7.6Actuated g/C Ratio0.240.160.160.240.17 0.070.56 0.05Clearance Time (s)4.55.55.54.55.5 5.05.0 5.5Vehicle Extension (s)2.02.02.02.02.0 2.02.0 2.0
Lane Grp Cap (vph)290296243330562 2472766 97v/s Ratio Prot c0.050.05 0.020.06 0.05c0.34 0.03v/s Ratio Perm c0.10 0.020.04v/c Ratio 0.610.340.100.250.36 0.700.60 0.56Uniform Delay, d1 45.352.450.444.451.8 63.420.6 64.6Progression Factor1.271.053.051.191.14 1.120.69 1.01Incremental Delay, d22.30.20.10.10.1 6.61.0 3.9Delay (s)60.055.1153.853.259.1 77.615.2 69.0Level of Service EEFDE EB EApproach Delay (s)92.9 57.5 21.0Approach LOS F E C
Intersection Summary
HCM 2000 Control Delay 31.4HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.62Actuated Cycle Length (s) 140.0Sum of lost time (s)20.5Intersection Capacity Utilization 76.2%ICU Level of Service DAnalysis Period (min)15Description: 9/18/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4050: Pacific Hwy S & S 336 St 8/6/2015
Synchro 8 Report2025 Action Saturday SK Page 7
Movement SBTSBR
Lane Configurations
Volume (vph)1648178
Ideal Flow (vphpl)19001900
Grade (%)-3%
Total Lost time (s)5.54.5
Lane Util. Factor 0.911.00
Frpb, ped/bikes 1.000.98
Flpb, ped/bikes 1.001.00
Frt 1.000.85
Flt Protected 1.001.00
Satd. Flow (prot)51341569
Flt Permitted 1.001.00
Satd. Flow (perm)51341569
Peak-hour factor, PHF1.001.00Adj. Flow (vph)1648178RTOR Reduction (vph)062Lane Group Flow (vph)1648116Confl. Peds. (#/hr)3Heavy Vehicles (%)2%2%Bus Blockages (#/hr)42
Turn Type NApm+ovProtected Phases 67Permitted Phases 6Actuated Green, G (s)75.686.1Effective Green, g (s)75.686.1Actuated g/C Ratio0.540.61Clearance Time (s)5.54.5Vehicle Extension (s)2.02.0
Lane Grp Cap (vph)2772964v/s Ratio Prot c0.320.01v/s Ratio Perm 0.06v/c Ratio 0.590.12Uniform Delay, d1 21.811.2Progression Factor1.001.00Incremental Delay, d20.90.0Delay (s)22.811.2Level of Service CBApproach Delay (s)23.0Approach LOSC
Intersection Summary
HCM Signalized Intersection Capacity Analysis
4848: Pacific Hwy S & S 348 St 8/6/2015
Synchro 8 Report2025 Action Saturday SK Page 8
Movement EBUEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBT
Lane Configurations
Volume (vph)181671630142644100573224545539152628
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)4%1%2%-3%
Total Lost time (s)4.55.0 5.05.0 5.05.05.05.55.5
Lane Util. Factor 1.000.91 0.970.91 0.970.860.860.970.91
Frpb, ped/bikes 1.001.00 1.001.00 1.001.000.991.000.99
Flpb, ped/bikes 1.001.00 1.001.00 1.001.001.001.001.00
Frt 1.000.99 1.000.99 1.000.950.851.000.95
Flt Protected 0.951.00 0.951.00 0.951.001.000.951.00
Satd. Flow (prot)173749663369494732884359129734854844
Flt Permitted 0.951.00 0.951.00 0.951.001.000.951.00
Satd. Flow (perm)173749663369494732884359129734854844
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)181671630142644100573224545539152628RTOR Reduction (vph)007005006833077Lane Group Flow (vph)01851765064410730224747236152906Confl. Peds. (#/hr)55 5 3 32Heavy Vehicles (%)1%1%1%1%3%3%3%5%5%5%2%2%Bus Blockages (#/hr)220222222002
Turn Type ProtProtNA ProtNA ProtNApm+ovProtNAProtected Phases 774 38 52316Permitted Phases 2Actuated Green, G (s)24.550.9 21.047.9 13.238.659.69.034.4Effective Green, g (s)24.550.9 21.047.9 13.238.659.69.034.4Actuated g/C Ratio 0.180.36 0.150.34 0.090.280.430.060.25Clearance Time (s)4.55.0 5.05.0 5.05.05.05.55.5Vehicle Extension (s)2.02.0 2.02.0 2.02.02.02.02.0
Lane Grp Cap (vph)3031805 5051692 31012015522241190v/s Ratio Prot c0.11c0.36c0.190.22 0.07c0.170.060.04c0.19v/s Ratio Perm 0.12v/c Ratio 0.610.98 1.280.63 0.720.620.430.680.76Uniform Delay, d1 53.344.0 59.538.7 61.644.328.264.149.0Progression Factor 1.000.90 0.760.93 1.281.442.000.761.01Incremental Delay, d2 2.416.0131.20.9 5.60.60.26.12.6Delay (s)55.755.8176.236.7 84.864.456.754.752.0Level of Service EE FD FEEDDApproach Delay (s)55.8 88.9 66.3 52.3Approach LOS E F E D
Intersection Summary
HCM 2000 Control Delay 66.7HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 0.94Actuated Cycle Length (s) 140.0Sum of lost time (s)20.5Intersection Capacity Utilization 99.4%ICU Level of Service FAnalysis Period (min)15Description: 9/11/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4848: Pacific Hwy S & S 348 St 8/6/2015
Synchro 8 Report2025 Action Saturday SK Page 9
Movement SBR
Lane Configurations
Volume (vph)355
Ideal Flow (vphpl)1900
Grade (%)
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF1.00Adj. Flow (vph)355RTOR Reduction (vph)0Lane Group Flow (vph)0Confl. Peds. (#/hr)2Heavy Vehicles (%)2%Bus Blockages (#/hr)2
Turn TypeProtected PhasesPermitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Vehicle Extension (s)
Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
4850: Enchanted Pkwy S/16 Av S & S 348 St/SR 18 8/6/2015
Synchro 8 Report2025 Action Saturday SK Page 10
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBLSBT
Lane Configurations
Volume (vph)1781819349794116638695420943653319699
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)2%-4%2%-2%
Total Lost time (s)4.54.54.55.05.05.0 5.05.05.05.05.5
Lane Util. Factor 1.000.911.000.940.911.00 0.970.910.910.970.91
Frpb, ped/bikes 1.001.000.981.001.000.98 1.001.001.001.001.00
Flpb, ped/bikes 1.001.001.001.001.001.00 1.001.001.001.001.00
Frt 1.001.000.851.001.000.85 1.000.980.851.000.98
Flt Protected 0.951.001.000.951.001.00 0.951.001.000.951.00
Satd. Flow (prot)16884891148550275123155634193292144135025073
Flt Permitted 0.951.001.000.951.001.00 0.951.001.000.951.00
Satd. Flow (perm)16884891148550275123155634193292144135025073
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)1781819349794116638695420943653319699RTOR Reduction (vph)009300167001051011Lane Group Flow (vph)1781819256794116621905151103432319775Confl. Peds. (#/hr)4 45 511 114Heavy Vehicles (%)5%5%5%3%3%3%1%1%1%1%1%1%Bus Blockages (#/hr)202222222002
Turn Type ProtNAPermProtNAPermProtProtNApt+ovProtNAProtected Phases 74 38 5522 316Permitted Phases 4 8Actuated Green, G (s)18.544.044.016.041.541.5 16.047.563.513.044.0Effective Green, g (s)18.544.044.016.041.541.5 16.047.563.513.044.0Actuated g/C Ratio0.130.310.310.110.300.30 0.110.340.450.090.31Clearance Time (s)4.54.54.55.05.05.0 5.05.0 5.05.5Vehicle Extension (s)2.02.02.02.02.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)22315374665741518461 39011166533251594v/s Ratio Prot 0.11c0.37c0.160.23 c0.15c0.340.30c0.090.15v/s Ratio Perm 0.17 0.14v/c Ratio 0.801.180.551.380.770.47 1.320.990.660.980.49Uniform Delay, d1 58.948.039.862.044.940.3 62.046.029.963.438.9Progression Factor0.610.540.220.990.991.07 0.881.101.501.061.11Incremental Delay, d29.386.32.4177.01.61.4160.923.51.944.10.1Delay (s)45.3112.411.2238.645.944.5215.774.246.8111.243.1Level of Service DFBFDD FEDFDApproach Delay (s)92.2 110.9 102.5 62.8Approach LOS F F F E
Intersection Summary
HCM 2000 Control Delay 96.4HCM 2000 Level of Service FHCM 2000 Volume to Capacity ratio 1.14Actuated Cycle Length (s) 140.0Sum of lost time (s)20.0Intersection Capacity Utilization 108.6%ICU Level of Service GAnalysis Period (min)15Description: 9/09/2014 - Traffic Count Consultant c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4850: Enchanted Pkwy S/16 Av S & S 348 St/SR 18 8/6/2015
Synchro 8 Report2025 Action Saturday SK Page 11
Movement SBR
Lane Configurations
Volume (vph)87
Ideal Flow (vphpl)1900
Grade (%)
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF1.00Adj. Flow (vph)87RTOR Reduction (vph)0Lane Group Flow (vph)0Confl. Peds. (#/hr)14Heavy Vehicles (%)1%Bus Blockages (#/hr)2
Turn TypeProtected PhasesPermitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Vehicle Extension (s)
Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
5246: Pacific Hwy S & S 356 St 8/6/2015
Synchro 8 Report2025 Action Saturday SK Page 12
Movement EBLEBTEBRWBLWBTWBRNBUNBLNBTNBRSBLSBT
Lane Configurations
Volume (vph)3245981712154157711088536671838
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)-1%-3%2%-2%
Total Lost time (s)7.05.05.06.05.0 4.54.5 5.55.5
Lane Util. Factor 0.971.001.001.000.95 0.970.91 1.000.91
Frpb, ped/bikes 1.001.001.001.001.00 1.001.00 1.001.00
Flpb, ped/bikes 1.001.001.001.001.00 1.001.00 1.001.00
Frt 1.001.000.851.000.98 1.000.99 1.000.95
Flt Protected 0.951.001.000.951.00 0.951.00 0.951.00
Satd. Flow (prot)34701891159417643467 3240473517534765
Flt Permitted 0.951.001.000.081.00 0.951.00 0.201.00
Satd. Flow (perm)3470189115941543467 32404735 3734765
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)3245981712154157711088536671838RTOR Reduction (vph)00105013 00060065Lane Group Flow (vph)32459866215479001099130711212Confl. Peds. (#/hr)1 1Heavy Vehicles (%)1%1%1%3%3%3%7%7%7%7%4%4%Bus Blockages (#/hr)202202202002
Turn Type ProtNAPermD.P+PNA ProtProtNAD.P+PNAProtected Phases 74 38 552 16Permitted Phases 44 2Actuated Green, G (s)36.048.348.361.724.7 10.649.7 56.345.7Effective Green, g (s)36.048.348.361.724.7 11.650.7 56.345.7Actuated g/C Ratio0.260.340.340.440.18 0.080.36 0.400.33Clearance Time (s)7.05.05.06.05.0 5.55.5 5.55.5Vehicle Extension (s)2.02.02.02.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)892652549221611 2681714 2151555v/s Ratio Prot 0.090.32c0.090.14 0.03c0.19 0.02c0.25v/s Ratio Perm 0.04c0.33 0.12v/c Ratio 0.360.920.120.970.78 0.410.53 0.330.78Uniform Delay, d1 42.643.931.358.055.1 60.935.3 27.142.6Progression Factor1.021.061.400.561.54 1.001.00 0.880.94Incremental Delay, d20.116.20.051.85.9 0.41.2 0.33.3Delay (s)43.463.043.884.590.8 61.336.5 24.143.3Level of Service DEDFF ED CDApproach Delay (s)54.2 88.9 39.1 42.3Approach LOS D F D D
Intersection Summary
HCM 2000 Control Delay 52.5HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.87Actuated Cycle Length (s) 140.0Sum of lost time (s)22.0Intersection Capacity Utilization 91.1%ICU Level of Service FAnalysis Period (min)15Description: 9/10/2014 - Traffic Count Consultantc Critical Lane Group
HCM Signalized Intersection Capacity Analysis
5246: Pacific Hwy S & S 356 St 8/6/2015
Synchro 8 Report2025 Action Saturday SK Page 13
Movement SBR
Lane Configurations
Volume (vph)439
Ideal Flow (vphpl)1900
Grade (%)
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF1.00Adj. Flow (vph)439RTOR Reduction (vph)0Lane Group Flow (vph)0Confl. Peds. (#/hr)Heavy Vehicles (%)4%Bus Blockages (#/hr)0
Turn TypeProtected PhasesPermitted PhasesActuated Green, G (s)Effective Green, g (s)Actuated g/C RatioClearance Time (s)Vehicle Extension (s)
Lane Grp Cap (vph)v/s Ratio Protv/s Ratio Permv/c RatioUniform Delay, d1Progression FactorIncremental Delay, d2Delay (s)Level of ServiceApproach Delay (s)Approach LOS
Intersection Summary
HCM Signalized Intersection Capacity Analysis
5251: Enchanted Pkwy S & S 356 St 8/6/2015
Synchro 8 Report2025 Action Saturday SK Page 14
Movement EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR
Lane Configurations
Volume (vph)29513355171413540123936179260
Ideal Flow (vphpl)190019001900190019001900190019001900190019001900
Grade (%)1%0%-1%1%
Total Lost time (s)3.53.52.02.0 3.04.0 5.03.0
Lane Util. Factor 1.001.001.001.00 0.970.95 1.000.95
Frpb, ped/bikes 1.000.991.000.99 1.001.00 1.001.00
Flpb, ped/bikes 1.001.001.001.00 1.001.00 1.001.00
Frt 1.000.851.000.93 1.001.00 1.001.00
Flt Protected 0.951.000.951.00 0.951.00 0.951.00
Satd. Flow (prot)17641540175117313484355817783542
Flt Permitted 0.721.000.281.00 0.951.00 0.951.00
Satd. Flow (perm)1322154052417313484355817783542
Peak-hour factor, PHF1.001.001.001.001.001.001.001.001.001.001.001.00Adj. Flow (vph)29513355171413540123936179260RTOR Reduction (vph)00267010 0010000Lane Group Flow (vph)0308881717054012740179260Confl. Peds. (#/hr)2 24 48 86 6Heavy Vehicles (%)2%2%2%2%1%1%1%1%1%1%1%1%Bus Blockages (#/hr)202202020020
Turn Type PermNAPermPermNA ProtNA ProtNAProtected Phases 4 8 52 16Permitted Phases 4 48Actuated Green, G (s)33.733.734.234.2 26.179.1 2.955.9Effective Green, g (s)34.734.736.236.2 28.180.1 2.957.9Actuated g/C Ratio 0.250.250.260.26 0.200.57 0.020.41Clearance Time (s)4.54.54.04.0 5.05.0 5.05.0Vehicle Extension (s)2.02.02.02.0 2.02.0 2.02.0
Lane Grp Cap (vph)327381135447 6992035 361464v/s Ratio Prot 0.01c0.150.36 0.01c0.26v/s Ratio Perm c0.230.060.03v/c Ratio 0.940.230.130.04 0.770.63 0.470.63Uniform Delay, d1 51.742.039.838.9 52.920.0 67.832.6Progression Factor 0.580.291.001.00 1.221.33 1.061.37Incremental Delay, d2 33.70.10.20.0 4.41.3 2.91.7Delay (s)63.412.239.938.9 69.027.9 74.746.3Level of Service EBDD EC EDApproach Delay (s)36.0 39.3 40.1 46.8Approach LOS DDDD
Intersection Summary
HCM 2000 Control Delay 41.2HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.75Actuated Cycle Length (s) 140.0Sum of lost time (s)18.0Intersection Capacity Utilization 74.8%ICU Level of Service DAnalysis Period (min)15Description: 9/10/2014 - Traffic Count Consultantc Critical Lane Group