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21-101296 -Traffic Impact Analysis (TIA)-04-08-2021-V2
TENW Transportation Engineering NorthWest Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 MEMORANDUM DATE: April 9, 2021 TO: Mike Swaske, Senior Capital Projects Manager Federal Way Public Schools FROM: Michael J. Read, PE, Principal TENW SUBJECT: Federal Way School District – Olympic View Elementary School Traffic Impact Analysis TENW Project No. 2020-192 This memorandum summarizes a traffic impact analysis for the proposed renovation of Federal Way School DistrictÊs Olympic View Elementary School located at 2626 SW 327th St in Federal Way, WA. This memo includes a project description, a description of existing transportation conditions within the immediate site vicinity, methodology used to derive the trip generation estimate, trip distribution, traffic operational analysis of key off-site intersections and site driveway intersections under cumulative impacts, and identification of any transportation mitigation measures to offset traffic impacts. Project Description The proposed renovation of Federal Way School DistrictÊs Olympic View Elementary School is located at 2626 SW 327th Street in Federal Way, WA. A project site vicinity map is shown in Figure 1. For the purposes of this analysis, year 2023 was the horizon year assumed to evaluate cumulative traffic impacts. The existing gross floor area built at the Olympic View Elementary School comprises of approximately 42,702 square-feet (per King County parcel records) with a student capacity of approximately 450 students. The proposed gross floor area of the new school is approximately 64,078 square feet with a student capacity of up to 600 students. Therefore, there would be a net increase of approximately 21,376 square feet of building area and an increase in student capacity of 150 students with the proposed renovation. The existing school enrolled students in grades K-5; however, the proposed school facility will enroll students in grades K-8. The proposed site access for student pick-up/drop-offs and a designated parent and visitor parking lot for 43 vehicles would be provided via a proposed west leg to the of intersection of 26th Avenue SW/SW 326th Street. Access to a bus pick-up/drop-off area and 20 staff parking stalls would be provided on SW 327th Street via two separate enter-only and exit-only driveways. As part of the project, roadway frontage improvements including sidewalks would be provided along 26th Avenue SW and SW 327th Street. A conceptual site plan of the project is illustrated in Figure 2. Federal Way School District – Olympic Elementary School 2626 SW 327th Street, Federal Way, WA Traffic Impact Analysis TENW April 9, 2021 Page 2 Add Figure 1 – Site Vicinity Federal Way School District – Olympic Elementary School 2626 SW 327th Street, Federal Way, WA Traffic Impact Analysis TENW April 9, 2021 Page 3 Insert Figure 2 Federal Way School District – Olympic Elementary School 2626 SW 327th Street, Federal Way, WA Traffic Impact Analysis TENW April 9, 2021 Page 4 Existing Transportation Conditions This section includes a description of the existing site, an inventory of existing roadway conditions, key intersections in the site vicinity, existing daily and peak hour traffic volumes, intersection levels of service, nonmotorized facilities and planned roadway improvements. Existing Site The existing Olympic View Elementary School was built in 1963 and includes 42,702 square feet of building area (per King County parcel records). Access to the site is provided by two driveways on 26th Avenue SW and one driveway on SW 327th Street. Student pick-up/drop offs occur on the south side of the building with vehicles entering the site via the south driveway on 26th Ave SW and exiting the site on SW 327th Street. Buses & delivery access is currently provided via the two driveways on 26th Avenue SW. An aerial image of the existing site driveways is shown below. Roadway Conditions The following paragraphs describe existing arterial roadways that would be used for site access. Roadway characteristics are described in terms of number of lanes, posted speed limits, pedestrian facilities, and shoulder conditions. SW 327th Street is a two-lane roadway. Along the project frontage, head in parking is allowed on the north side of the street. West of the site driveway on SW 327th Street, sidewalks exist on the north side of the street and parallel parking is allowed on both sides of the street. The posted speed limit is 25 mph with a 20 mph posted speed sign when school children are present. A vehicle speed survey was conducted in October 2020 by Idax Data Solutions on SW 327th Street just east of the Olympic View Elementary School driveway. Results of the speed survey are summarized below: SW 327th Street Speed (MPH) Percentile Eastbound Westbound 50th Percentile 24.4 22.7 85th Percentile 29.2 26.8 95th Percentile 32.1 29.8 Federal Way School District – Olympic Elementary School 2626 SW 327th Street, Federal Way, WA Traffic Impact Analysis TENW April 9, 2021 Page 5 26th Avenue SW is a two-lane roadway and is classified by the City of Federal Way as a Collector. Sidewalks exist on both sides of the street north of SW 327th Street. South of SW 327th Street, a protected pedestrian path exists on the west side of the street and sidewalks exist on the east side of the street. The speed limit is posted at 25 mph with a 20 mph flashing posted speed during school arrival and dismissal periods. Traffic Study Intersections To assess traffic impact of the proposed school renovation, the following off-site stop-controlled study intersections were analyzed during the weekday AM and afternoon peak hours: 1. 26th Avenue SW / SW 326th Street 2. 26th Avenue SW / SW 327th Street 3. 21st Avenue SW / SW 326th Street Peak Hour Traffic Volumes Year 2020 existing AM and afternoon peak hour traffic volumes at the study intersections were based on counts conducted by Idax Data Solutions in October 2020. The AM peak hour traffic volumes represent the highest hourly volume of vehicles passing through an intersection between 7:00 and 9:00 AM and the afternoon peak hour represents the highest hourly volume of vehicles passing through an intersection between 2:00 and 4:00 PM. It should be noted that due to the COVID-19 pandemic, in-person schooling was not available during the time of the counts. Adjustments to the existing counts were made to account for the trips estimated to be generated by full occupancy of the school (450 students) using observed trip generation rates at three other vicinity elementary schools from 2019. Existing school-related trips were assigned using the distribution patterns illustrated in Figure 4. The resulting 2020 existing peak hour traffic volumes are shown in Figure 3. The October 2020 turning movement traffic counts at the study intersections are provided in Attachment A. Existing Intersection Levels of Service An existing level of service (LOS) analysis was conducted at the study intersections. LOS generally refers to the degree of congestion on a roadway or intersection. It is a measure of vehicle operating speed, travel time, travel delays, and driving comfort. A letter scale from A to F generally describes intersection LOS. At signalized intersections, LOS A represents free-flow conditions (motorists experience little or no delays), and LOS F represents forced-flow conditions where motorists experience an average delay in excess of 80 seconds per vehicle. The LOS reported for signalized intersections, roundabouts, and all-way stop controlled intersections represents the average control delay (sec/veh) and can be reported for the overall intersection, for each approach, and for each lane group or movement (additional v/c ratio criteria apply to lane group or movement LOS only). The LOS reported at two-way stop-controlled intersections is based on the average control delay and can be reported for each controlled minor approach, controlled minor lane group, and controlled major-street movement (additional v/c ratio criteria apply to lane group or movement LOS only). Table 1 outlines the current HCM LOS criteria for signalized and unsignalized intersections based on these methodologies. Federal Way School District – Olympic Elementary School 2626 SW 327th Street, Federal Way, WA Traffic Impact Analysis TENW April 9, 2021 Page 6 Insert Figure 3 Existing Volumes Federal Way School District – Olympic Elementary School 2626 SW 327th Street, Federal Way, WA Traffic Impact Analysis TENW April 9, 2021 Page 7 Table 1 LOS Criteria for Signalized and Unsignalized Intersections1 SIGNALIZED INTERSECTIONS UNSIGNALIZED INTERSECTIONS LOS by Volume-to Capacity (V/C) Ratio2 LOS by Volume-to Capacity (V/C) Ratio3 Control Delay (sec/veh) £ 1.0 > 1.0 Control Delay (sec/veh) £ 1.0 > 1.0 £ 10 A F £ 10 A F > 10 to £ 20 B F > 10 to £ 15 B F > 20 to £ 35 C F > 15 to £ 25 C F > 35 to £ 55 D F > 25 to £ 35 D F > 55 to £ 80 E F > 35 to £ 50 E F > 80 F F > 50 F F 1 Source: Highway Capacity Manual (HCM), Transportation Research Board, 6th Edition, 2016. 2 For approach-based and intersection-wide assessments at signals, LOS is defined solely by control delay. 3 For two-way stop-controlled intersections, the LOS criteria apply to each lane on a given approach and to each approach on the minor street. LOS is not calculated for major-street approaches or for the intersection as a whole at two-way stop-controlled intersections. For approach-based and intersection-wide assessments at all-way stop controlled intersections and roundabouts, LOS is solely defined by control delay. Level of service calculations for intersections were based on methodology and procedures outlined in the 6th Edition of the Highway Capacity Manual using Synchro 10.3 traffic analysis software. The 2020 existing AM and afternoon peak hour LOS analysis results for the study intersections are summarized in Table 2. The LOS worksheets are included in Attachment B. Federal Way School District – Olympic Elementary School 2626 SW 327th Street, Federal Way, WA Traffic Impact Analysis TENW April 9, 2021 Page 8 Table 2 2020 Existing Peak Hour Level of Service Summary 2020 Existing Study Intersection LOS Delay (sec) V/C Ratio AM PEAK HOUR Two-Way Stop-Controlled Intersections 1. 26th Avenue SW / SW 326th Street Westbound Shared Left-Right B 10.0 0.157 Southbound Left A 7.8 0.006 2. 26th Avenue SW / SW 327th Street Northbound Left-Turn A 7.5 0.006 Eastbound Shared Left-Right B 11.2 0.301 3. 21st Avenue SW / SW 326th Street Northbound Left-Turn A 9.6 0.080 Eastbound Shared Left-Right B 11.4 0.137 AFTERNOON PEAK HOUR Two-Way Stop-Controlled Intersections 1. 26th Avenue SW / SW 326th Street Westbound Shared Left-Right A 9.8 0.102 Southbound Left A 7.5 0.010 2. 26th Avenue SW / SW 327th Street Northbound Left-Turn A 7.5 0.023 Eastbound Shared Left-Right B 10.5 0.205 3. 21st Avenue SW / SW 326th Street Northbound Left-Turn A 9.2 0.039 Eastbound Shared Left-Right B 12.1 0.112 As shown in Table 2, the individual movements at the stop-controlled intersections all currently operate at LOS B or better under existing conditions during the weekday AM and afternoon peak hours. Nonmotorized Facilities Nonmotorized facilities in the area generally include a mix of sidewalks and paved shoulders. Sidewalks are provided on the north side of SW 327th Street west of the existing Olympic View Elementary School driveway. On 26th Avenue SW, sidewalks exist on both sides of the street north of SW 327th Street. South of SW 327th Street, sidewalks are provided on the east side of the street and a protected pedestrian path exists on the west side of the street. Marked crosswalks are located on the north and west legs of the stop- controlled intersection of 26th Avenue SW/SW 327th Street. Marked crosswalks are also provided on all legs at the signalized intersection of 21st Avenue SW/SW 325th Place. Planned Transportation Improvements A review of the City of Federal WayÊs 2020-2025 Transportation Improvement Program showed that there are no planned transportation improvement projects in the immediate study area. Federal Way School District – Olympic Elementary School 2626 SW 327th Street, Federal Way, WA Traffic Impact Analysis TENW April 9, 2021 Page 9 Traffic Impact Analysis The following section describes projected future baseline traffic growth, new trips generated by the proposed development, distribution and assignment of new project trips, intersection level of service, nonmotorized impacts, site access, circulation issues, and identification of transportation mitigation to offset impacts. 2023 Baseline Traffic Volumes Full buildout of the project is anticipated for the year 2023. Future year 2023 No Action (without project) AM and afternoon peak hour traffic volumes at the study intersections were estimated by applying a 3 percent annual growth rate to the existing (2020) adjusted volumes. Project Trip Generation Per published trip generation rates within the Trip Generation Manual, 10th Edition, 2017, Institute of Transportation Engineers (ITE), for Land Use Code (LUC) 520 – Elementary School and LUC 522 – Middle School/Junior High School, there is no correlative basis to derive estimated changes in vehicle trip generation based on changes in floor area, but better evidence of correlation on daily trips and significantly higher number of studies based on student population. Based on TENW's extensive experience in reviewing K-12, private schools, and numerous community colleges throughout the Pacific Northwest, the best correlative predictor of increase traffic demand is student enrollment at school institutions. As such, trip generation estimates for the proposed Olympic View Elementary School project were based on trip rates (based on number of students) derived from existing AM and afternoon peak hour traffic counts collected at three existing Federal Way School District elementary schools and data documented in the ITE Trip Generation Manual, 10th Edition, 2017. The reported weekday Daily and PM peak hour rates and directional splits are based on Institute of Transportation Engineers (ITE) Trip Generation Manual (10th Edition) for LUC 520 (Elementary School) and LUC 522 (Middle School/Junior High School). The resulting net trip generation totals are summarized in Table 3 below. Detailed trip generation calculations are included in Attachment C. Table 3 Trip Generation Summary Trips Generated Time Period In Out Total Weekday Daily 152 153 305 Weekday AM Peak Hour 46 39 85 Weekday Afternoon Peak Hour 24 28 52 Weekday PM Peak Hour 12 13 25 As shown in Table 3, based on the net increase of 305 students, the net increase in vehicle trips on a daily basis is estimated at 236 daily trips, with approximately 85 new trips generated during peak arrival periods Federal Way School District – Olympic Elementary School 2626 SW 327th Street, Federal Way, WA Traffic Impact Analysis TENW April 9, 2021 Page 10 (AM peak hour), 52 new trips generated during peak dismissal periods (Afternoon peak hour), and 25 new vehicle trips during the PM peak hour of adjacent street traffic. Trip Distribution and Assignment The estimated distribution of new trips associated with the proposed Olympic View Elementary School project was based on existing school boundary information and existing travel patterns in the study area. Generally, distribution and assignment of project trips were assumed as follows: 35 percent south via SW 326th Street and 21st Avenue SW; 25 percent west via SW 327th Street; 20 percent south via 26th Avenue SW; 10 percent east via SW 326th Street and SW 320th Street; 10 percent north via 26th Avenue SW. Figure 4 illustrates trip distribution and Figure 5 shows the daily, AM peak hour and afternoon peak hour net trip assignment at the study intersections. It should be noted that some of the movements shown in the net trip assignment figure are negative which reflects the anticipated change in travel patterns associated with the proposed driveway relocations in contrast to existing access. Figure 6 summarizes the AM peak hour and afternoon peak hour traffic volume impacts of the proposed renovation of Federal Way School DistrictÊs Olympic View Elementary School project in 2023. As noted above, the 2023 No Action (without project) AM and afternoon peak hour traffic volumes at the study intersections were estimated by applying a 3 percent annual growth rate to the existing (2020) adjusted volumes. Federal Way School District – Olympic Elementary School 2626 SW 327th Street, Federal Way, WA Traffic Impact Analysis TENW April 9, 2021 Page 11 Insert Figure 4 Trip Distribution Federal Way School District – Olympic Elementary School 2626 SW 327th Street, Federal Way, WA Traffic Impact Analysis TENW April 9, 2021 Page 12 Insert Figure 5 Assignment Federal Way School District – Olympic Elementary School 2626 SW 327th Street, Federal Way, WA Traffic Impact Analysis TENW April 9, 2021 Page 13 Insert Figure 6 Volume Impacts Federal Way School District – Olympic Elementary School 2626 SW 327th Street, Federal Way, WA Traffic Impact Analysis TENW April 9, 2021 Page 14 Intersection Level of Service A future year weekday peak hour Level of Service (LOS) analysis was conducted at the study intersections for future year 2023 No Action (without project) conditions and future year 2023 conditions with the proposed Olympic View Elementary School project. The roadway network assumed in the future year 2023 LOS analysis was based on existing conditions as no planned improvements at the study intersections have been identified. Table 5 summarize level of service impacts in 2023 assuming full buildout of the proposed renovation of Federal Way School DistrictÊs Olympic View Elementary School project. As shown, all study intersections are projected to operate at LOS B or better with a v/c ratio under 1.0 during the AM and afternoon peak hours with or without the project in 2023. Detailed LOS summary worksheets are included in Attachment B. Table 4 2023 Peak Hour Level of Service Summary 2023 No Action 2023 With Project Study Intersection LOS Delay (sec) V/C Ratio LOS Delay (sec) V/C Ratio AM PEAK HOUR Two-Way Stop-Controlled Intersections 1. 26th Avenue SW / SW 326th Street Northbound Left-Turn - - - A 7.6 0.099 Eastbound Approach - - - C 17.4 0.502 Westbound Approach B 10.2 0.176 C 16.8 0.379 Southbound Left A 7.6 0.005 A 7.4 0.005 2. 26th Avenue SW / SW 327th Street Northbound Left-Turn A 7.3 0.006 A 7.6 0.026 Eastbound Shared Left-Right B 11.1 0.314 B 10.9 0.190 3. 21st Avenue SW / SW 326th Street Northbound Left-Turn A 8.7 0.072 A 8.8 0.092 Eastbound Shared Left-Right B 11.8 0.157 B 12.2 0.199 AFTERNOON PEAK HOUR Two-Way Stop-Controlled Intersections 1. 26th Avenue SW / SW 326th Street Northbound Left-Turn - - - A 7.5 0.050 Eastbound Approach - - - B 12.5 0.299 Westbound Approach B 10.0 0.116 B 12.7 0.194 Southbound Left A 7.6 0.012 A 7.4 0.011 2. 26th Avenue SW / SW 327th Street Northbound Left-Turn A 7.4 0.024 A 7.6 0.026 Eastbound Shared Left-Right B 10.7 0.224 B 10.5 0.128 3. 21st Avenue SW / SW 326th Street Northbound Left-Turn A 9.5 0.045 A 9.5 0.056 Eastbound Shared Left-Right B 12.7 0.132 B 12.7 0.157 Federal Way School District – Olympic Elementary School 2626 SW 327th Street, Federal Way, WA Traffic Impact Analysis TENW April 9, 2021 Page 15 Nonmotorized Impacts As part of the proposed project, sidewalks would be provided along the school property frontages on SW 327th Street and 26th Avenue SW. Site Access Existing primary site access for student pick-up and drop-offs is provided via a driveway on 26th Ave SW for entering trips and a driveway on SW 327th Street for exiting trips. Bus & delivery access is currently provided via directional driveways on 26th Avenue SW. The existing designated student pick-up/drop-off-area is located on the south side of the building with one enter-only driveway on 26th Avenue SW and one exit-only driveway on SW 327th Street. With the proposed redevelopment, general vehicular site access would be provided via a proposed west leg to the intersection of 26th Ave SW and SW 326th Street for entering and exiting site trips and would provide access to a relocated pick-up/drop-off area and 43 parent and visitor parking stalls. The site circulation would travel in a one-way counterclockwise loop. Access to a bus pick-up/drop-off area and 20 staff parking stalls would be provided on SW 327th Street via two separate enter-only and exit-only driveways. As shown above, the 26th Ave SW site driveway is anticipated to operate at LOS C or better with a v/c ratio under 1.0 during the AM and afternoon peak hours with the project in 2023. Bus and delivery access driveways on 26th Avenue SW would be relocated to SW 327th Street, but their primary function would remain unchanged and increase available space on campus for buses to queue. Queuing Analysis at Student Pick-Up/Drop-Off Loading Areas The existing site currently includes a total of approximately 375 feet of on-site storage for queued vehicles using the student pick-up/drop-off before spilling over onto 26th Avenue SW. Based on pick-up/drop off queue data collected at other Federal Way elementary schools, the existing pick-up/drop-off queue is estimated to be approximately 650 feet during the AM peak hour. As such, under existing conditions a 275 to 300-foot queue spillover onto 26th Avenue SW is estimated and was verified to occur with school district staff of Olympic View Elementary. The current proposed site plan would reconfigure the pick-up/drop-off area that would provide significantly more on-site queue storage. A total of approximately 845 feet of on-site storage (as shown in the exhibit below) would be provided for queued vehicles using the student pick-up/drop-off before spilling over onto 26th Avenue SW. With the proposed renovation, the existing pick-up/drop-off queue is estimated to be approximately 845 feet during the AM peak hour and is not expected to result in any on-street vehicle dwell during peak drop-off periods. Federal Way School District – Olympic Elementary School 2626 SW 327th Street, Federal Way, WA Traffic Impact Analysis TENW April 9, 2021 Page 16 School Walk Route Safe walk routes in the project vicinity have been established by the Federal Way School District. An exhibit from the Federal Way School District website showing the suggested safe walk routes is included in Attachment D. As shown on the exhibit, crossing guards are located at the existing site access driveway on SW 327th Street and the adjacent stop-controlled intersection of 26th Avenue SW/SW 327th Street during arrival/dismissal times. In addition, the Federal Way School District posts the following safe walking tips for students on their website: · Discuss a safe route to and from school. · Teach children to stop at the curb and look both ways before crossing the street. · When crossing, walk, do not run, and keep an eye out for turning vehicles. · If your child rides a bike, skateboard, or roller blades, always wear helmets and protective clothing; put reflectors on your bike and shoes. · Students should try to walk with a friend or group of friends; stay on a walking route approved by parents and go directly to and from school; donÊt take shortcuts or stop at a friendÊs house without checking with parents first. Federal Way School District – Olympic Elementary School 2626 SW 327th Street, Federal Way, WA Traffic Impact Analysis TENW April 9, 2021 Page 17 Project Mitigation A review of traffic impacts to intersection levels of service, site access, and circulation issues was conducted in association with the Olympic View Elementary School in Federal Way, WA. The following mitigation measures are recommended to reduce or eliminate project impacts: The City of Federal Way assesses a traffic impact fee rate of $1.86 per new square-foot of floor area for elementary schools (2019 Federal Way Impact Fee Components and Schedule). Based upon a net increase of 21,376 square feet (42,702 square feet existing and 64,078 square feet future), Olympic View Elementary School would be assessed a traffic impact fee of $39,759.36. The final fee would be determined at building permit issuance. The applicant would be required to construct the necessary frontage improvements along SW 327th Street and 26th Avenue SW which may include curb, gutter, sidewalk, and landscaping, which could also include right-of-way donation. Improvements along the SW 327th Street project frontage may also include the addition of paved shoulders. It is recommended that a crossing guard be present at the intersection of 26th Avenue SW / SW 326th Street during peak arrival and dismissal times to ensure that students can safely cross the street and help maintain orderly pick-up/drop-off operations. If you have any questions regarding the information presented in this memo, please call me at (206) 361- 7333 x 101 or mikeread@tenw.com. Attachments Federal Way School District – Olympic Elementary School 2626 SW 327th Street, Federal Way, WA Traffic Impact Analysis ATTACHMENT A Weekday AM and Afternoon Peak Hour Traffic Counts www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 0 0 0 0 0 0 WB 0.0%0.83 NB 12.9%0.70 Peak Hour: 7:00 AM 8:00 AM HV %:PHF EB -- Date: 10/27/2020 Peak Hour Count Period: 7:00 AM 9:00 AM SB 16.7%0.50 TOTAL 11.3%0.88 TH RTUTLTTHRTUTLT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start 0 SW 326th St 26th Ave SW 26th Ave SW 15-min TotalUTLTTHRT 0 2 0 0 0 0 1 5 0 14 0 7:15 AM 0 0 0 0 3 0 0 3 2 07:00 AM 0 0 0 0 0 0 0 1 0 0 12 0 7:45 AM 0 0 0 0 2 0 0 4 4 0 12 0 7:30 AM 0 0 0 0 0 1 0 6 1 0 2 1 0 15 53 8:00 AM 0 0 0 0 0 2 0 7 4 0 0 2 0010100 0 0 0 0 0 0 2 1 0 8 47 8:15 AM 0 0 0 0 0 0 0 0 3 0 3 3 0 19 49 8:45 AM 0 0 0 0 0 0 0 8 3 0 7 42 8:30 AM 0 0 0 0 0 2 0 3 2 0 1 1 0 5 39300010000100 Count Total 0 0 0 0 0 8 0 10 14 0 92 0 Peak Hour All 0 0 0 7 0 0 34 19 0 0 1 1 0 6 0000031 0 53 0 HV 0 0 0 0 0 0 0 20 11 0 4 8004060 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 9%-25%13%-11%0%-0%--15%HV%----- 0 0 7:15 AM 0 0 3 2 5 0 0 0 0 1 1 0 0 West North South 7:00 AM 0 0 0 0 0 0 EB WB NB SB Total East 7:45 AM 0 0 1 0 1 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 2 0 2 0 0 0 0 0 0 0 8:30 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 Peak Hr 0 0 4 2 6 0 0 0 0 1 1 0 0Count Total 0 2 7 2 11 0 0011000 N 26th Ave SW SW 326th St SW 326th St26th Ave SW26th Ave SW53TEV: 0.88PHF:84122606 4 10 15 0 11203112010000 0 0 00 0project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. Northbound Southbound UT LT TH RT UT LT TH RT Interval Start 0 SW 326th St 26th Ave SW 26th Ave SW 15-min Total Rolling One HourEastboundWestbound 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 TH RT 7:00 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT 5 0 7:30 AM 0 0 0 0 0 0 0 2 1 0 1 1 0000000 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 8:15 AM 0 0 0 0 0 0 0 0 0 0 1 6 8:00 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 1 2 8:30 AM 0 0 0 0 0 2 0 1 0 0 0 0 0000000 0 0 0 0 0 0 0 0 0 2 4 8:45 AM 0 0 0 0 0 0 0 0 0 0 2 5200000 1 1 0 11 0 Peak Hour 0 0 0 0 0 0 0 6 1 0Count Total 0 0 0 0 0 2 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 6 0 Interval Start 0 SW 326th St 26th Ave SW 26th Ave SW 15-min Total Rolling One HourEastbound 3 1 0 1 1 0000000 1 0 1 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 7:00 AM 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 1 0 1 0Count Total 0 0 0 0 0 0 0 0 0 1 0000001Peak Hour 0 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 2 0 2 7 2 1 0 3 17 6 WB 0.0%0.83 NB 4.7%0.83 Peak Hour: 5:00 PM 6:00 PM HV %:PHF EB -- Date: 10/27/2020 Peak Hour Count Period: 4:00 PM 6:00 PM SB 0.0%0.77 TOTAL 1.8%0.90 TH RTUTLTTHRTUTLT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start 0 SW 326th St 26th Ave SW 26th Ave SW 15-min TotalUTLTTHRT 0 3 0 1 0 0 0 9 0 25 0 4:15 PM 0 0 0 0 3 0 0 8 3 04:00 PM 0 0 0 0 0 2 0 1 7 0 20 0 4:45 PM 0 0 0 0 2 0 0 7 2 0 20 0 4:30 PM 0 0 0 0 0 1 0 1 5 0 1 9 0 25 90 5:00 PM 0 0 0 0 2 2 0 8 0 0 2 8 0020500 0 4 0 2 0 0 4 4 0 27 92 5:15 PM 0 0 0 0 2 0 0 11 2 0 1 9 0 23 106 5:45 PM 0 0 0 0 2 0 0 8 2 0 31 103 5:30 PM 0 0 0 0 0 1 0 7 2 0 1 15 0 31 11211003120030200 Count Total 0 0 0 0 2 18 0 13 73 0 202 0 Peak Hour All 0 0 0 19 0 0 61 16 0 0 0 0 0 2 0000020 0 112 0 HV 0 0 0 0 0 0 0 37 6 0 9 400210080 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%0%-2%0%-0%--5%HV%----0% 0 2 4:15 PM 0 0 1 1 2 0 0 0 0 0 0 0 0 West North South 4:00 PM 0 0 1 0 1 0 EB WB NB SB Total East 4:45 PM 0 0 0 0 0 0 1 2 0 0 0 0 4:30 PM 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 2 5:15 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 4 2 5:00 PM 0 0 1 0 1 0 0 0 0 0 0 1 5:45 PM 0 0 0 0 0 0 1 0 0 0 0 1 5:30 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 1000001 5 8 Peak Hr 0 0 2 0 2 0 0 0 2 0 2 4 0Count Total 0 0 5 1 6 0 4101101 N 26th Ave SW SW 326th St SW 326th St26th Ave SW26th Ave SW112TEV: 0.9PHF:409494508 10 20 17 2 6374350000010 0 1 40 1project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. Northbound Southbound UT LT TH RT UT LT TH RT Interval Start 0 SW 326th St 26th Ave SW 26th Ave SW 15-min Total Rolling One HourEastboundWestbound 0 0 0 1 0 4:15 PM 0 0 0 0 0 0 0 1 0 0 TH RT 4:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT 2 0 4:30 PM 0 0 0 0 0 0 0 1 0 0 1 0 0000000 0 0 0 0 0 0 0 0 0 1 0 4:45 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 1 4 5:15 PM 0 0 0 0 0 0 0 1 0 0 0 4 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3 5:30 PM 0 0 0 0 0 0 0 1 0 0 0 0 0000000 0 0 0 0 0 0 0 0 0 0 2 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 2000000 1 0 0 6 0 Peak Hour 0 0 0 0 0 0 0 5 0 0Count Total 0 0 0 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 2 0 Interval Start 0 SW 326th St 26th Ave SW 26th Ave SW 15-min Total Rolling One HourEastbound 2 0 0 0 0 0000000 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 4:00 PM 0 0 0 0 1 0 4:45 PM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 1 1 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 5:45 PM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1000000 0 0 0 2 0Count Total 0 0 0 0 0 0 0 2 0 1 0001000Peak Hour 0 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 0 0 3 0 2 2 3 11 7 WB 0.0%0.67 NB 2.9%0.85 Peak Hour: 3:00 PM 4:00 PM HV %:PHF EB -- Date: 10/27/2020 Peak Hour Count Period: 2:00 PM 4:00 PM SB 0.0%0.66 TOTAL 1.0%0.78 TH RTUTLTTHRTUTLT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start 0 SW 326th St 26th Ave SW 26th Ave SW 15-min TotalUTLTTHRT 0 1 0 2 0 0 5 5 0 20 0 2:15 PM 0 0 0 0 6 0 0 1 2 02:00 PM 0 0 0 0 0 1 0 1 6 0 19 0 2:45 PM 0 0 0 0 1 0 0 9 1 0 18 0 2:30 PM 0 0 0 0 0 1 0 4 4 0 4 3 0 20 77 3:00 PM 0 0 0 0 0 5 0 6 2 0 2 6 0010300 0 3 0 1 0 0 1 9 0 26 83 3:15 PM 0 0 0 0 1 0 0 7 3 0 6 13 0 32 95 3:45 PM 0 0 0 0 4 0 0 7 2 0 17 82 3:30 PM 0 0 0 0 0 0 0 6 2 0 4 1 0 25 1004301060020000 Count Total 0 0 0 0 0 14 0 33 49 0 177 0 Peak Hour All 0 0 0 18 0 0 44 19 0 0 0 0 0 1 0000010 0 100 0 HV 0 0 0 0 0 0 0 24 10 0 21 290010060 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%0%-1%0%-0%--4%HV%----- 0 0 2:15 PM 0 0 0 0 0 0 0 1 0 0 1 1 0 West North South 2:00 PM 0 0 0 0 0 0 EB WB NB SB Total East 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 PM 0 0 0 0 0 0 0 1 0 1 2 0 0 0 0 0 3:00 PM 0 0 1 0 1 0 0 0 0 0 0 3 3:45 PM 0 0 0 0 0 4 6 1 0 1 0 0 3:30 PM 0 0 0 0 0 0 1 1 0 0 0 2 0 0 0 0 1000002 1 1 Peak Hr 0 0 1 0 1 0 2 3 1 5 9 9 0Count Total 0 0 1 0 1 0 1158501 N 26th Ave SW SW 326th St SW 326th St26th Ave SW26th Ave SW100TEV: 0.78PHF:2921503006 10 16 31 0 10243439032011 1 1 10 5project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. Northbound Southbound UT LT TH RT UT LT TH RT Interval Start 0 SW 326th St 26th Ave SW 26th Ave SW 15-min Total Rolling One HourEastboundWestbound 0 0 0 0 0 2:15 PM 0 0 0 0 0 0 0 0 0 0 TH RT 2:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT 0 0 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 0 0 0 0 0 0 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 3:15 PM 0 0 0 0 0 0 0 1 0 0 0 0 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 0 0 0 0 0 1 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 1000000 0 0 0 1 0 Peak Hour 0 0 0 0 0 0 0 1 0 0Count Total 0 0 0 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 1 0 Interval Start 0 SW 326th St 26th Ave SW 26th Ave SW 15-min Total Rolling One HourEastbound 1 0 0 0 0 0000000 0 0 1 0 2:15 PM 0 0 0 0 0 0 1 0 0 0 0 TH RT LT TH RT 2:00 PM 0 0 0 0 0 0 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 3:15 PM 0 0 0 0 0 0 0 1 0 2 2 1 3:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 6 8 3:45 PM 0 0 0 0 0 0 0 0 1 0 2 2 0 0 0 2 3:30 PM 0 0 0 0 0 1 0 0 0 0 0 0 8000000 2 3 0 9 0Count Total 0 0 0 1 0 2 0 1 0 8 0101023Peak Hour 0 0 0 1 0 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 3 0 3 0 0 0 6 3 WB -- NB 7.7%0.81 Peak Hour: 7:00 AM 8:00 AM HV %:PHF EB 16.7%0.75 Date: 10/27/2020 Peak Hour Count Period: 7:00 AM 9:00 AM SB 9.1%0.46 TOTAL 11.5%0.85 TH RTUTLTTHRTUTLT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start SW 327th St 0 26th Ave SW 26th Ave SW 15-min TotalUTLTTHRT 0 0 0 0 0 0 0 4 2 17 0 7:15 AM 0 3 0 1 0 0 3 3 0 07:00 AM 0 2 0 3 0 0 0 0 2 0 16 0 7:45 AM 0 5 0 3 0 0 0 7 0 0 10 0 7:30 AM 0 2 0 5 0 0 0 5 0 0 0 0 1 18 61 8:00 AM 0 3 0 2 0 0 0 6 0 0 0 1 1000002 0 0 0 0 0 0 0 0 3 10 54 8:15 AM 0 2 0 6 0 0 1 1 0 0 0 4 3 20 60 8:45 AM 0 1 0 1 0 0 0 8 0 0 12 56 8:30 AM 0 3 0 2 0 0 0 3 0 0 0 1 0 5 47200010000000 Count Total 0 21 0 23 0 0 0 0 13 10 108 0 Peak Hour All 0 12 0 0 0 6 35 0 0 0 0 0 1 7 0000110 4 61 0 HV 0 3 0 1 0 0 5 21 0 0 0 71200000 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---0%25%11%----20%5%HV%-25%-8%- 0 0 7:15 AM 2 0 1 1 4 0 0 0 0 1 1 0 0 West North South 7:00 AM 0 0 1 0 1 0 EB WB NB SB Total East 7:45 AM 1 0 0 0 1 0 0 0 3 0 0 0 7:30 AM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 8:00 AM 1 0 0 0 1 0 0 0 0 0 0 0 8:45 AM 1 0 1 0 2 0 0 0 0 0 0 0 8:30 AM 0 0 1 2 3 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 Peak Hr 4 0 2 1 7 0 0 0 0 1 1 0 6Count Total 6 0 4 3 13 0 0011030 0 0 10000 03 0N 26th Ave SW SW 327th St 26th Ave SW26th Ave SWSW 327th St 61TEV: 0.85PHF:47113302152619012 1224 9 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. Northbound Southbound UT LT TH RT UT LT TH RT Interval Start SW 327th St 0 26th Ave SW 26th Ave SW 15-min Total Rolling One HourEastboundWestbound 0 0 0 1 0 7:15 AM 0 2 0 0 0 0 1 0 0 0 TH RT 7:00 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT 4 0 7:30 AM 0 0 0 1 0 0 0 1 0 0 0 0 1000000 0 0 0 0 0 0 0 0 0 1 0 7:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7 8:15 AM 0 0 0 0 0 0 0 0 0 0 1 7 8:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 3 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 0 0 0 2 3 5 8:45 AM 0 1 0 0 0 0 0 1 0 0 2 6100000 0 0 3 13 0 Peak Hour 0 3 0 1 0 0 1 3 0 0Count Total 0 4 0 2 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 7 0 Interval Start SW 327th St 0 26th Ave SW 26th Ave SW 15-min Total Rolling One HourEastbound 1 0 0 0 0 1000001 0 1 1 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 7:00 AM 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 1 1 0Count Total 0 0 0 0 0 0 0 0 1 1 0000000Peak Hour 0 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 1 0 5 1 3 1 0 11 5 WB -- NB 0.0%0.76 Peak Hour: 5:00 PM 6:00 PM HV %:PHF EB 7.1%0.70 Date: 10/27/2020 Peak Hour Count Period: 4:00 PM 6:00 PM SB 0.0%0.69 TOTAL 1.4%0.86 TH RTUTLTTHRTUTLT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start SW 327th St 0 26th Ave SW 26th Ave SW 15-min TotalUTLTTHRT 0 0 0 0 0 6 0 9 1 30 0 4:15 PM 0 3 0 8 0 0 5 5 0 04:00 PM 0 6 0 4 0 0 0 0 8 1 26 0 4:45 PM 0 2 0 2 0 0 6 9 0 0 33 0 4:30 PM 0 1 0 1 0 0 0 4 0 0 0 9 3 29 118 5:00 PM 0 1 0 6 0 0 0 6 0 0 0 8 2000009 0 0 0 0 0 8 0 4 2 31 119 5:15 PM 0 2 0 4 0 0 6 12 0 0 0 9 2 35 134 5:45 PM 0 2 0 3 0 0 7 7 0 0 39 125 5:30 PM 0 3 0 7 0 0 0 7 0 0 0 13 5 43 148100001140000013 Count Total 0 20 0 35 0 0 0 0 71 20 266 0 Peak Hour All 0 8 0 0 0 60 60 0 0 0 0 0 0 2 0000000 13 148 0 HV 0 2 0 0 0 0 34 36 0 0 0 372000000 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---0%0%1%----0%0%HV%-25%-0%- 0 0 4:15 PM 1 0 1 0 2 0 0 0 0 1 1 0 0 West North South 4:00 PM 1 0 0 0 1 0 EB WB NB SB Total East 4:45 PM 0 0 0 0 0 0 1 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 5:15 PM 1 0 0 0 1 0 0 0 0 0 0 0 1 4 1 0 5:00 PM 1 0 0 0 1 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 1 0 0 1 0 0 5:30 PM 0 0 0 0 0 0 0 1 0 0 0 0 3 0 0 0 0000000 2 0 Peak Hr 2 0 0 0 2 0 0 0 2 1 3 0 9Count Total 4 0 1 0 5 0 0101041 0 0 00101 04 0N 26th Ave SW SW 327th St 26th Ave SW26th Ave SWSW 327th St 148TEV: 0.86PHF:13375044036347057020 828 47 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. Northbound Southbound UT LT TH RT UT LT TH RT Interval Start SW 327th St 0 26th Ave SW 26th Ave SW 15-min Total Rolling One HourEastboundWestbound 0 0 0 1 0 4:15 PM 0 1 0 0 0 0 0 0 0 0 TH RT 4:00 PM 0 1 0 0 0 0 0 UT LT TH RT UT LT 2 0 4:30 PM 0 0 0 0 0 0 0 1 0 0 0 0 0000000 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3 5:15 PM 0 1 0 0 0 0 0 0 0 0 0 3 5:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 2 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 0 0 0 0 0 2 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 2000000 0 0 0 5 0 Peak Hour 0 2 0 0 0 0 0 1 0 0Count Total 0 4 0 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 2 0 Interval Start SW 327th St 0 26th Ave SW 26th Ave SW 15-min Total Rolling One HourEastbound 0 0 0 0 0 0000000 1 0 1 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 4:00 PM 0 0 0 0 1 0 4:45 PM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 1 2 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 5:45 PM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1000000 0 1 0 3 0Count Total 0 0 0 0 0 0 0 2 0 1 0001000Peak Hour 0 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 1 2 0 3 0 0 6 5 WB -- NB 0.0%0.62 Peak Hour: 2:45 PM 3:45 PM HV %:PHF EB 2.6%0.59 Date: 10/27/2020 Peak Hour Count Period: 2:00 PM 4:00 PM SB 0.0%0.73 TOTAL 0.8%0.84 TH RTUTLTTHRTUTLT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start SW 327th St 0 26th Ave SW 26th Ave SW 15-min TotalUTLTTHRT 0 0 0 0 0 4 0 4 1 22 0 2:15 PM 0 3 0 4 0 0 12 3 0 02:00 PM 0 0 0 2 0 0 0 0 6 1 28 0 2:45 PM 0 2 0 3 0 0 4 9 0 0 19 0 2:30 PM 0 2 0 6 0 0 0 5 0 0 0 3 0 29 98 3:00 PM 0 5 0 3 0 0 0 6 0 0 0 4 30000011 0 0 0 0 0 3 0 7 6 31 107 3:15 PM 0 3 0 6 0 0 4 6 0 0 0 9 4 35 118 3:45 PM 0 1 0 13 0 0 4 2 0 0 23 111 3:30 PM 0 6 0 10 0 0 0 6 0 0 0 2 3 25 114500051000000 Count Total 0 22 0 47 0 0 0 0 40 19 212 0 Peak Hour All 0 16 0 0 0 42 42 0 0 0 0 0 0 1 0000000 16 118 0 HV 0 1 0 0 0 0 22 20 0 0 0 222200000 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---0%0%1%----0%0%HV%-6%-0%- 0 0 2:15 PM 0 0 0 0 0 0 0 0 0 0 2 0 0 West North South 2:00 PM 0 0 0 0 0 2 EB WB NB SB Total East 2:45 PM 0 0 0 0 0 0 0 0 1 0 0 0 2:30 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 3:15 PM 0 0 0 0 0 0 0 0 0 1 1 0 0 1 0 1 3:00 PM 1 0 0 0 1 0 0 0 0 0 0 0 3:45 PM 2 0 0 0 2 2 3 0 0 0 0 2 3:30 PM 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0000000 0 3 Peak Hr 1 0 0 0 1 1 0 0 0 3 6 0 3Count Total 3 0 1 0 4 3 3034020 0 1 12000 32 0N 26th Ave SW SW 327th St 26th Ave SW26th Ave SWSW 327th St 118TEV: 0.84PHF:16223836020224244022 1638 38 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. Northbound Southbound UT LT TH RT UT LT TH RT Interval Start SW 327th St 0 26th Ave SW 26th Ave SW 15-min Total Rolling One HourEastboundWestbound 0 0 0 0 0 2:15 PM 0 0 0 0 0 0 0 0 0 0 TH RT 2:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT 0 0 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 0 0 0 0 1 0 2:45 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 1 2 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 3:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 0 0 0 0 0 1 3:45 PM 0 0 0 2 0 0 0 0 0 0 2 3000000 0 0 0 4 0 Peak Hour 0 1 0 0 0 0 1 0 0 0Count Total 0 1 0 2 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 1 0 Interval Start SW 327th St 0 26th Ave SW 26th Ave SW 15-min Total Rolling One HourEastbound 0 0 0 0 0 0000000 0 0 2 0 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 2:00 PM 0 0 2 0 0 0 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 3:15 PM 0 0 0 0 0 0 0 0 1 1 1 2 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 4 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 1 3:30 PM 1 0 0 0 0 0 0 0 0 0 0 0 4000000 0 2 1 6 0Count Total 1 0 2 0 0 0 0 0 1 4 0000002Peak Hour 1 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 1 0 0 0 0 0 0 2 0 WB -- NB 3.1%0.83 Peak Hour: 8:00 AM 9:00 AM HV %:PHF EB 0.0%0.59 Date: 10/27/2020 Peak Hour Count Period: 7:00 AM 9:00 AM SB 3.9%0.87 TOTAL 3.4%0.86 TH RTUTLTTHRTUTLT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start SW 326th St 0 21th Ave SW 21th Ave SW 15-min TotalUTLTTHRT 0 0 0 0 0 3 0 64 1 168 0 7:15 AM 0 1 0 3 0 0 3 96 0 07:00 AM 0 3 0 1 0 0 0 0 70 0 200 0 7:45 AM 0 4 0 2 0 0 1 122 0 0 183 0 7:30 AM 0 6 0 1 0 0 0 104 0 0 0 72 0 192 743 8:00 AM 0 3 0 2 0 0 0 114 0 0 0 69 2000001 0 0 0 0 0 1 0 74 2 205 780 8:15 AM 0 2 0 2 0 0 0 124 0 0 0 92 0 224 820 8:45 AM 0 0 0 2 0 0 3 121 0 0 199 796 8:30 AM 0 4 0 4 0 0 0 106 0 0 0 88 0 258 8861520001030000001 Count Total 0 23 0 17 0 0 0 0 632 5 1,629 0 Peak Hour All 0 9 0 0 0 13 939 0 0 0 0 14 0 30 00002140 2 886 0 HV 0 0 0 0 0 0 5 503 0 0 0 3571000000 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---4%0%3%----40%3%HV%-0%-0%- 0 0 7:15 AM 2 0 5 1 8 0 0 0 0 0 0 0 1 West North South 7:00 AM 0 0 1 2 3 0 EB WB NB SB Total East 7:45 AM 0 0 2 3 5 0 0 0 0 0 0 0 7:30 AM 0 0 4 3 7 0 0 0 0 0 0 0 1 0 0 0 8:15 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 5 2 7 0 0 0 0 0 0 0 8:45 AM 0 0 5 3 8 0 0 0 0 0 0 0 8:30 AM 0 0 6 8 14 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 Peak Hr 0 0 16 14 30 0 0 0 0 0 0 0 2Count Total 2 0 28 23 53 0 0000000 0 0 00000 00 0N 21th Ave SW SW 326th St 21th Ave SW21th Ave SWSW 326th St 886TEV: 0.86PHF:235735951205035508367010 919 7 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. Northbound Southbound UT LT TH RT UT LT TH RT Interval Start SW 326th St 0 21th Ave SW 21th Ave SW 15-min Total Rolling One HourEastboundWestbound 0 2 0 3 0 7:15 AM 0 1 0 1 0 0 0 1 0 0 TH RT 7:00 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT 8 0 7:30 AM 0 0 0 0 0 0 0 5 0 0 0 1 0000000 0 0 0 0 0 0 0 3 0 7 0 7:45 AM 0 0 0 0 0 0 0 4 0 0 0 2 0 7 27 8:15 AM 0 0 0 0 0 0 0 5 0 0 5 23 8:00 AM 0 0 0 0 0 0 0 2 0 0 0 3 0 1 20 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 0000000 0 0 0 0 0 0 0 8 0 14 27 8:45 AM 0 0 0 0 0 0 2 4 0 0 8 30500030 0 23 0 53 0 Peak Hour 0 0 0 0 0 0 2 26 0 0Count Total 0 1 0 1 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 30 0 Interval Start SW 326th St 0 21th Ave SW 21th Ave SW 15-min Total Rolling One HourEastbound 14 0 0 0 14 0000002 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 7:00 AM 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0Count Total 0 0 0 0 0 0 0 0 0 0 0000000Peak Hour 0 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 3 0 0 1 2 1 1 8 3 WB -- NB 0.9%0.92 Peak Hour: 4:30 PM 5:30 PM HV %:PHF EB 0.0%0.53 Date: 10/27/2020 Peak Hour Count Period: 4:00 PM 6:00 PM SB 1.2%0.89 TOTAL 1.1%0.92 TH RTUTLTTHRTUTLT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start SW 326th St 0 21th Ave SW 21th Ave SW 15-min TotalUTLTTHRT 0 0 0 0 0 5 0 202 1 402 0 4:15 PM 0 5 0 2 0 0 2 190 0 04:00 PM 0 1 0 6 0 0 0 0 231 3 440 0 4:45 PM 0 0 0 3 0 0 4 199 0 0 433 0 4:30 PM 0 1 0 2 0 0 0 191 0 0 0 227 3 397 1,672 5:00 PM 0 1 0 7 0 0 0 166 0 0 0 220 2000006 0 0 0 0 0 5 0 204 2 386 1,656 5:15 PM 0 2 0 1 0 0 6 166 0 0 0 198 4 400 1,641 5:45 PM 0 1 0 4 0 0 2 190 0 0 458 1,681 5:30 PM 0 2 0 4 0 0 0 192 0 0 0 254 4 421 1,6651860002245000001 Count Total 0 13 0 29 0 0 0 0 1,760 24 3,337 0 Peak Hour All 0 4 0 0 0 31 1,480 0 0 0 0 11 0 18 0000070 11 1,681 0 HV 0 0 0 0 0 0 21 723 0 0 0 9091300000 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---1%0%1%----0%1%HV%-0%-0%- 0 0 4:15 PM 1 0 1 6 8 0 0 0 0 0 0 0 0 West North South 4:00 PM 0 0 1 4 5 0 EB WB NB SB Total East 4:45 PM 0 0 1 1 2 0 0 0 0 0 0 0 4:30 PM 0 0 2 5 7 0 0 0 0 0 0 0 3 0 0 0 5:15 PM 0 0 2 3 5 0 0 0 0 1 1 0 1 0 0 0 5:00 PM 0 0 2 2 4 0 0 0 0 0 0 0 5:45 PM 0 0 2 3 5 0 0 0 1 0 0 0 5:30 PM 0 0 2 1 3 0 0 0 0 0 0 0 2 0 1 0 0000000 0 0 Peak Hr 0 0 7 11 18 0 0 0 0 1 1 0 8Count Total 1 0 13 25 39 0 0011030 0 0 01000 03 0N 21th Ave SW SW 326th St 21th Ave SW21th Ave SWSW 326th St 1,681TEV: 0.92PHF:11909920727072321744922013 417 32 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. Northbound Southbound UT LT TH RT UT LT TH RT Interval Start SW 326th St 0 21th Ave SW 21th Ave SW 15-min Total Rolling One HourEastboundWestbound 0 4 0 5 0 4:15 PM 0 0 0 1 0 0 0 1 0 0 TH RT 4:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT 8 0 4:30 PM 0 0 0 0 0 0 0 1 0 0 0 6 0000000 0 0 0 0 0 0 0 5 0 7 0 4:45 PM 0 0 0 0 0 0 0 2 0 0 0 2 0 4 21 5:15 PM 0 0 0 0 0 0 0 2 0 0 2 22 5:00 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 5 18 5:30 PM 0 0 0 0 0 0 0 2 0 0 0 3 0000000 0 0 0 0 0 0 0 1 0 3 14 5:45 PM 0 0 0 0 0 0 0 2 0 0 5 17200030 0 25 0 39 0 Peak Hour 0 0 0 0 0 0 0 13 0 0Count Total 0 0 0 1 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 18 0 Interval Start SW 326th St 0 21th Ave SW 21th Ave SW 15-min Total Rolling One HourEastbound 7 0 0 0 11 0000000 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 4:00 PM 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 1 0 1 1 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1000000 0 1 0 1 0Count Total 0 0 0 0 0 0 0 0 0 1 0000001Peak Hour 0 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 0 1 0 1 2 1 0 6 4 WB -- NB 1.7%0.93 Peak Hour: 3:00 PM 4:00 PM HV %:PHF EB 0.0%0.64 Date: 10/27/2020 Peak Hour Count Period: 2:00 PM 4:00 PM SB 2.0%0.81 TOTAL 1.8%0.86 TH RTUTLTTHRTUTLT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start SW 326th St 0 21th Ave SW 21th Ave SW 15-min TotalUTLTTHRT 0 0 0 0 0 3 0 147 1 329 0 2:15 PM 0 3 0 3 0 0 4 165 0 02:00 PM 0 4 0 8 0 0 0 0 172 3 373 0 2:45 PM 0 2 0 4 0 0 1 190 0 0 327 0 2:30 PM 0 3 0 4 0 0 0 158 0 0 0 157 3 313 1,342 3:00 PM 0 3 0 2 0 0 0 143 0 0 0 157 4000003 0 0 0 0 0 3 0 161 1 311 1,324 3:15 PM 0 2 0 4 0 0 2 142 0 0 0 235 3 417 1,369 3:45 PM 0 2 0 9 0 0 2 171 0 0 328 1,325 3:30 PM 0 3 0 3 0 0 0 154 0 0 0 162 3 385 1,4411690002031000001 Count Total 0 22 0 37 0 0 0 0 1,394 19 2,783 0 Peak Hour All 0 10 0 0 0 19 1,292 0 0 0 0 15 0 26 00000110 8 1,441 0 HV 0 0 0 0 0 0 8 636 0 0 0 7611800000 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---2%0%2%----0%2%HV%-0%-0%- 0 0 2:15 PM 0 0 5 4 9 0 0 0 1 0 1 0 1 West North South 2:00 PM 0 0 1 3 4 0 EB WB NB SB Total East 2:45 PM 0 0 3 4 7 0 0 0 1 0 0 0 2:30 PM 0 0 5 2 7 0 0 0 0 0 0 0 0 0 0 0 3:15 PM 0 0 2 3 5 0 0 0 1 0 1 0 1 0 0 0 3:00 PM 0 0 4 2 6 0 0 0 0 0 0 0 3:45 PM 0 0 3 1 4 1 3 0 1 0 0 0 3:30 PM 0 0 2 9 11 2 0 0 0 0 0 0 2 0 0 0 0000000 0 0 Peak Hr 0 0 11 15 26 2 0 0 2 1 5 0 6Count Total 0 0 25 28 53 2 0114040 0 2 10010 04 0N 21th Ave SW SW 326th St 21th Ave SW21th Ave SWSW 326th St 1,441TEV: 0.86PHF:876176964606368644779018 1028 16 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. Northbound Southbound UT LT TH RT UT LT TH RT Interval Start SW 326th St 0 21th Ave SW 21th Ave SW 15-min Total Rolling One HourEastboundWestbound 0 3 0 4 0 2:15 PM 0 0 0 0 0 0 0 1 0 0 TH RT 2:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT 9 0 2:30 PM 0 0 0 0 0 0 0 5 0 0 0 4 0000000 0 0 0 0 0 0 0 2 0 7 0 2:45 PM 0 0 0 0 0 0 0 5 0 0 0 2 0 6 29 3:15 PM 0 0 0 0 0 0 0 4 0 0 7 27 3:00 PM 0 0 0 0 0 0 0 3 0 0 0 4 0 5 25 3:30 PM 0 0 0 0 0 0 0 2 0 0 0 3 0000000 0 0 0 0 0 0 0 9 0 11 29 3:45 PM 0 0 0 0 0 0 0 2 0 0 4 26300010 0 28 0 53 0 Peak Hour 0 0 0 0 0 0 0 25 0 0Count Total 0 0 0 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 26 0 Interval Start SW 326th St 0 21th Ave SW 21th Ave SW 15-min Total Rolling One HourEastbound 11 0 0 0 15 0000000 0 0 1 0 2:15 PM 0 0 0 0 0 0 0 1 0 0 0 TH RT LT TH RT 2:00 PM 0 0 0 0 0 0 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 3:15 PM 0 0 0 0 0 0 0 0 0 1 1 1 3:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 3 4 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 3:30 PM 2 0 0 0 0 0 0 0 0 0 0 0 4000000 0 0 1 5 0Count Total 2 0 0 0 0 0 2 0 1 4 0010000Peak Hour 2 0 0 0 0 0 project.manager.wa@idaxdata.com Federal Way School District – Olympic Elementary School 2626 SW 327th Street, Federal Way, WA Traffic Impact Analysis ATTACHMENT B Intersection LOS Summary Sheets Lanes, Volumes, Timings 1: 26th Ave SW & SW 326th St 04/05/2021 Olympic View Elementary School Synchro 10 Report 2020 Existing - AM Peak Hour Page 1 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 65 6 32 61 4 21 Future Volume (vph) 65 6 32 61 4 21 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) -4% 0% 0% Link Speed (mph) 25 25 25 Link Distance (ft) 1328 182 431 Travel Time (s) 36.2 5.0 11.8 Confl. Peds. (#/hr) 8 Peak Hour Factor 0.53 0.53 0.53 0.53 0.53 0.53 Heavy Vehicles (%) 0% 0% 15% 9% 25% 13% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 1: 26th Ave SW & SW 326th St 04/05/2021 Olympic View Elementary School Synchro 10 Report 2020 Existing - AM Peak Hour Page 2 Intersection Int Delay, s/veh 3.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 65 6 32 61 4 21 Future Vol, veh/h 65 6 32 61 4 21 Conflicting Peds, #/hr 0 8 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % -4 - 0 - - 0 Peak Hour Factor 53 53 53 53 53 53 Heavy Vehicles, % 0 0 15 9 25 13 Mvmt Flow 123 11 60 115 8 40 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 174 126 0 0 175 0 Stage 1 118 - - - - - Stage 2 56 - - - - - Critical Hdwy 5.6 5.8 - - 4.35 - Critical Hdwy Stg 1 4.6 - - - - - Critical Hdwy Stg 2 4.6 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.425 - Pot Cap-1 Maneuver 853 943 - - 1274 - Stage 1 936 - - - - - Stage 2 984 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 848 936 - - 1274 - Mov Cap-2 Maneuver 848 - - - - - Stage 1 936 - - - - - Stage 2 978 - - - - - Approach WB NB SB HCM Control Delay, s 10 0 1.3 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 855 1274 - HCM Lane V/C Ratio - - 0.157 0.006 - HCM Control Delay (s) - - 10 7.8 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.6 0 - Lanes, Volumes, Timings 2: 26th Ave SW & SW 327th St 04/05/2021 Olympic View Elementary School Synchro 10 Report 2020 Existing - AM Peak Hour Page 3 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 107 35 5 48 7 4 Future Volume (vph) 107 35 5 48 7 4 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) -2% 0% 0% Link Speed (mph) 25 25 25 Link Distance (ft) 975 462 182 Travel Time (s) 26.6 12.6 5.0 Confl. Peds. (#/hr) 12 15 15 Peak Hour Factor 0.57 0.57 0.57 0.57 0.57 0.57 Heavy Vehicles (%) 25% 8% 20% 5% 0% 25% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 2: 26th Ave SW & SW 327th St 04/05/2021 Olympic View Elementary School Synchro 10 Report 2020 Existing - AM Peak Hour Page 4 Intersection Int Delay, s/veh 7.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 107 35 5 48 7 4 Future Vol, veh/h 107 35 5 48 7 4 Conflicting Peds, #/hr 12 0 15 0 0 15 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % -2 - - 0 0 - Peak Hour Factor 57 57 57 57 57 57 Heavy Vehicles, % 25 8 20 5 0 25 Mvmt Flow 188 61 9 84 12 7 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 145 31 34 0 - 0 Stage 1 31 - - - - - Stage 2 114 - - - - - Critical Hdwy 6.25 6.08 4.3 - - - Critical Hdwy Stg 1 5.25 - - - - - Critical Hdwy Stg 2 5.25 - - - - - Follow-up Hdwy 3.725 3.372 2.38 - - - Pot Cap-1 Maneuver 809 1028 1469 - - - Stage 1 939 - - - - - Stage 2 868 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 781 1013 1448 - - - Mov Cap-2 Maneuver 781 - - - - - Stage 1 919 - - - - - Stage 2 856 - - - - - Approach EB NB SB HCM Control Delay, s 11.2 0.7 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1448 - 828 - - HCM Lane V/C Ratio 0.006 - 0.301 - - HCM Control Delay (s) 7.5 0 11.2 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0 - 1.3 - - Lanes, Volumes, Timings 3: 21st Ave SW & SW 326th St 04/05/2021 Olympic View Elementary School Synchro 10 Report 2020 Existing - AM Peak Hour Page 5 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 20 49 52 503 357 16 Future Volume (vph) 20 49 52 503 357 16 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) -6% 0% -4% Storage Length (ft) 0 0 25 0 Storage Lanes 1 0 1 0 Taper Length (ft) 25 25 Link Speed (mph) 25 35 35 Link Distance (ft) 1328 387 487 Travel Time (s) 36.2 7.5 9.5 Peak Hour Factor 0.77 0.77 0.77 0.77 0.77 0.77 Heavy Vehicles (%) 0% 0% 40% 3% 4% 0% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 3: 21st Ave SW & SW 326th St 04/05/2021 Olympic View Elementary School Synchro 10 Report 2020 Existing - AM Peak Hour Page 6 Intersection Int Delay, s/veh 1.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 20 49 52 503 357 16 Future Vol, veh/h 20 49 52 503 357 16 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 25 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % -6 - - 0 -4 - Peak Hour Factor 77 77 77 77 77 77 Heavy Vehicles, % 0 0 40 3 4 0 Mvmt Flow 26 64 68 653 464 21 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 938 243 485 0 - 0 Stage 1 475 - - - - - Stage 2 463 - - - - - Critical Hdwy 5.6 6.3 4.9 - - - Critical Hdwy Stg 1 4.6 - - - - - Critical Hdwy Stg 2 4.6 - - - - - Follow-up Hdwy 3.5 3.3 2.6 - - - Pot Cap-1 Maneuver 364 795 848 - - - Stage 1 700 - - - - - Stage 2 707 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 335 795 848 - - - Mov Cap-2 Maneuver 460 - - - - - Stage 1 644 - - - - - Stage 2 707 - - - - - Approach EB NB SB HCM Control Delay, s 11.4 0.9 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 848 - 656 - - HCM Lane V/C Ratio 0.08 - 0.137 - - HCM Control Delay (s) 9.6 - 11.4 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.3 - 0.5 - - Lanes, Volumes, Timings 1: 26th Ave SW & SW 326th St 04/05/2021 Olympic View Elementary School Synchro 10 Report 2020 Existing - PM Peak Hour Page 1 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 41 6 36 45 8 29 Future Volume (vph) 41 6 36 45 8 29 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) -4% 0% 0% Link Speed (mph) 25 25 25 Link Distance (ft) 1328 182 431 Travel Time (s) 36.2 5.0 11.8 Confl. Peds. (#/hr) 8 5 5 Peak Hour Factor 0.55 0.55 0.55 0.55 0.55 0.55 Heavy Vehicles (%) 0% 0% 4% 0% 0% 0% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 1: 26th Ave SW & SW 326th St 04/05/2021 Olympic View Elementary School Synchro 10 Report 2020 Existing - PM Peak Hour Page 2 Intersection Int Delay, s/veh 3.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 41 6 36 45 8 29 Future Vol, veh/h 41 6 36 45 8 29 Conflicting Peds, #/hr 0 8 0 5 5 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % -4 - 0 - - 0 Peak Hour Factor 55 55 55 55 55 55 Heavy Vehicles, % 0 0 4 0 0 0 Mvmt Flow 75 11 65 82 15 53 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 194 119 0 0 152 0 Stage 1 111 - - - - - Stage 2 83 - - - - - Critical Hdwy 5.6 5.8 - - 4.1 - Critical Hdwy Stg 1 4.6 - - - - - Critical Hdwy Stg 2 4.6 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 835 951 - - 1441 - Stage 1 942 - - - - - Stage 2 963 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 822 939 - - 1434 - Mov Cap-2 Maneuver 822 - - - - - Stage 1 937 - - - - - Stage 2 952 - - - - - Approach WB NB SB HCM Control Delay, s 9.8 0 1.6 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 835 1434 - HCM Lane V/C Ratio - - 0.102 0.01 - HCM Control Delay (s) - - 9.8 7.5 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.3 0 - Lanes, Volumes, Timings 2: 26th Ave SW & SW 327th St 04/05/2021 Olympic View Elementary School Synchro 10 Report 2020 Existing - PM Peak Hour Page 3 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 74 35 22 41 19 13 Future Volume (vph) 74 35 22 41 19 13 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) -2% 0% 0% Link Speed (mph) 25 25 25 Link Distance (ft) 975 462 182 Travel Time (s) 26.6 12.6 5.0 Confl. Peds. (#/hr) 12 3 15 15 Peak Hour Factor 0.65 0.65 0.65 0.65 0.65 0.65 Heavy Vehicles (%) 8% 0% 5% 0% 0% 0% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 2: 26th Ave SW & SW 327th St 04/05/2021 Olympic View Elementary School Synchro 10 Report 2020 Existing - PM Peak Hour Page 4 Intersection Int Delay, s/veh 6.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 74 35 22 41 19 13 Future Vol, veh/h 74 35 22 41 19 13 Conflicting Peds, #/hr 12 3 15 0 0 15 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % -2 - - 0 0 - Peak Hour Factor 65 65 65 65 65 65 Heavy Vehicles, % 8 0 5 0 0 0 Mvmt Flow 114 54 34 63 29 20 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 197 57 64 0 - 0 Stage 1 54 - - - - - Stage 2 143 - - - - - Critical Hdwy 6.08 6 4.15 - - - Critical Hdwy Stg 1 5.08 - - - - - Critical Hdwy Stg 2 5.08 - - - - - Follow-up Hdwy 3.572 3.3 2.245 - - - Pot Cap-1 Maneuver 796 1018 1519 - - - Stage 1 959 - - - - - Stage 2 883 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 755 1001 1497 - - - Mov Cap-2 Maneuver 755 - - - - - Stage 1 923 - - - - - Stage 2 871 - - - - - Approach EB NB SB HCM Control Delay, s 10.5 2.6 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1497 - 820 - - HCM Lane V/C Ratio 0.023 - 0.205 - - HCM Control Delay (s) 7.5 0 10.5 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0.1 - 0.8 - - Lanes, Volumes, Timings 3: 21st Ave SW & SW 326th St 04/05/2021 Olympic View Elementary School Synchro 10 Report 2020 Existing - PM Peak Hour Page 5 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 18 43 33 629 652 18 Future Volume (vph) 18 43 33 629 652 18 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) -6% 0% -4% Storage Length (ft) 0 0 25 0 Storage Lanes 1 0 1 0 Taper Length (ft) 25 25 Link Speed (mph) 25 35 35 Link Distance (ft) 1328 387 487 Travel Time (s) 36.2 7.5 9.5 Confl. Peds. (#/hr) 4 4 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 0% 0% 2% 2% 0% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 3: 21st Ave SW & SW 326th St 04/05/2021 Olympic View Elementary School Synchro 10 Report 2020 Existing - PM Peak Hour Page 6 Intersection Int Delay, s/veh 0.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 18 43 33 629 652 18 Future Vol, veh/h 18 43 33 629 652 18 Conflicting Peds, #/hr 0 0 4 0 0 4 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 25 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % -6 - - 0 -4 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 0 0 2 2 0 Mvmt Flow 19 45 35 662 686 19 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1101 357 709 0 - 0 Stage 1 700 - - - - - Stage 2 401 - - - - - Critical Hdwy 5.6 6.3 4.1 - - - Critical Hdwy Stg 1 4.6 - - - - - Critical Hdwy Stg 2 4.6 - - - - - Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 302 685 899 - - - Stage 1 580 - - - - - Stage 2 744 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 288 682 896 - - - Mov Cap-2 Maneuver 416 - - - - - Stage 1 555 - - - - - Stage 2 741 - - - - - Approach EB NB SB HCM Control Delay, s 12.1 0.5 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 896 - 574 - - HCM Lane V/C Ratio 0.039 - 0.112 - - HCM Control Delay (s) 9.2 - 12.1 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.1 - 0.4 - - Lanes, Volumes, Timings 1: 26th Ave SW & SW 326th St 04/05/2021 Olympic View Elementary School Synchro 10 Report 2023 Baseline - AM Peak Hour Page 1 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 71 7 35 67 4 23 Future Volume (vph) 71 7 35 67 4 23 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) -4% 0% 0% Link Speed (mph) 25 25 25 Link Distance (ft) 1328 182 431 Travel Time (s) 36.2 5.0 11.8 Confl. Peds. (#/hr) 8 Peak Hour Factor 0.53 0.53 0.53 0.53 0.53 0.53 Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 1: 26th Ave SW & SW 326th St 04/05/2021 Olympic View Elementary School Synchro 10 Report 2023 Baseline - AM Peak Hour Page 2 Intersection Int Delay, s/veh 4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 71 7 35 67 4 23 Future Vol, veh/h 71 7 35 67 4 23 Conflicting Peds, #/hr 0 8 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % -4 - 0 - - 0 Peak Hour Factor 53 53 53 53 53 53 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 134 13 66 126 8 43 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 188 137 0 0 192 0 Stage 1 129 - - - - - Stage 2 59 - - - - - Critical Hdwy 5.62 5.82 - - 4.12 - Critical Hdwy Stg 1 4.62 - - - - - Critical Hdwy Stg 2 4.62 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 835 925 - - 1381 - Stage 1 923 - - - - - Stage 2 976 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 830 918 - - 1381 - Mov Cap-2 Maneuver 830 - - - - - Stage 1 923 - - - - - Stage 2 970 - - - - - Approach WB NB SB HCM Control Delay, s 10.2 0 1.1 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 837 1381 - HCM Lane V/C Ratio - - 0.176 0.005 - HCM Control Delay (s) - - 10.2 7.6 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.6 0 - Lanes, Volumes, Timings 2: 26th Ave SW & SW 327th St 04/05/2021 Olympic View Elementary School Synchro 10 Report 2023 Baseline - AM Peak Hour Page 3 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 117 38 5 52 8 4 Future Volume (vph) 117 38 5 52 8 4 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) -2% 0% 0% Link Speed (mph) 25 25 25 Link Distance (ft) 330 462 182 Travel Time (s) 9.0 12.6 5.0 Confl. Peds. (#/hr) 12 15 15 Peak Hour Factor 0.57 0.57 0.57 0.57 0.57 0.57 Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 2: 26th Ave SW & SW 327th St 04/05/2021 Olympic View Elementary School Synchro 10 Report 2023 Baseline - AM Peak Hour Page 4 Intersection Int Delay, s/veh 7.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 117 38 5 52 8 4 Future Vol, veh/h 117 38 5 52 8 4 Conflicting Peds, #/hr 12 0 15 0 0 15 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % -2 - - 0 0 - Peak Hour Factor 57 57 57 57 57 57 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 205 67 9 91 14 7 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 154 33 36 0 - 0 Stage 1 33 - - - - - Stage 2 121 - - - - - Critical Hdwy 6.02 6.02 4.12 - - - Critical Hdwy Stg 1 5.02 - - - - - Critical Hdwy Stg 2 5.02 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 852 1042 1575 - - - Stage 1 993 - - - - - Stage 2 917 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 823 1027 1553 - - - Mov Cap-2 Maneuver 823 - - - - - Stage 1 973 - - - - - Stage 2 904 - - - - - Approach EB NB SB HCM Control Delay, s 11.1 0.6 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1553 - 865 - - HCM Lane V/C Ratio 0.006 - 0.314 - - HCM Control Delay (s) 7.3 0 11.1 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0 - 1.4 - - Lanes, Volumes, Timings 3: 21st Ave SW & SW 326th St 04/05/2021 Olympic View Elementary School Synchro 10 Report 2023 Baseline - AM Peak Hour Page 5 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 22 54 57 550 390 17 Future Volume (vph) 22 54 57 550 390 17 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) -6% 0% -4% Storage Length (ft) 0 0 25 0 Storage Lanes 1 0 1 0 Taper Length (ft) 25 25 Link Speed (mph) 25 35 35 Link Distance (ft) 1328 387 487 Travel Time (s) 36.2 7.5 9.5 Peak Hour Factor 0.77 0.77 0.77 0.77 0.77 0.77 Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 3: 21st Ave SW & SW 326th St 04/05/2021 Olympic View Elementary School Synchro 10 Report 2023 Baseline - AM Peak Hour Page 6 Intersection Int Delay, s/veh 1.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 22 54 57 550 390 17 Future Vol, veh/h 22 54 57 550 390 17 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 25 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % -6 - - 0 -4 - Peak Hour Factor 77 77 77 77 77 77 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 29 70 74 714 506 22 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1022 264 528 0 - 0 Stage 1 517 - - - - - Stage 2 505 - - - - - Critical Hdwy 5.64 6.34 4.14 - - - Critical Hdwy Stg 1 4.64 - - - - - Critical Hdwy Stg 2 4.64 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 326 767 1035 - - - Stage 1 669 - - - - - Stage 2 676 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 303 767 1035 - - - Mov Cap-2 Maneuver 434 - - - - - Stage 1 622 - - - - - Stage 2 676 - - - - - Approach EB NB SB HCM Control Delay, s 11.8 0.8 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1035 - 628 - - HCM Lane V/C Ratio 0.072 - 0.157 - - HCM Control Delay (s) 8.7 - 11.8 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.2 - 0.6 - - Lanes, Volumes, Timings 1: 26th Ave SW & SW 326th St 04/05/2021 Olympic View Elementary School Synchro 10 Report 2023 Baseline - PM Peak Hour Page 1 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 45 7 39 49 9 32 Future Volume (vph) 45 7 39 49 9 32 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) -4% 0% 0% Link Speed (mph) 25 25 25 Link Distance (ft) 1328 182 431 Travel Time (s) 36.2 5.0 11.8 Confl. Peds. (#/hr) 8 5 5 Peak Hour Factor 0.55 0.55 0.55 0.55 0.55 0.55 Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 1: 26th Ave SW & SW 326th St 04/05/2021 Olympic View Elementary School Synchro 10 Report 2023 Baseline - PM Peak Hour Page 2 Intersection Int Delay, s/veh 3.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 45 7 39 49 9 32 Future Vol, veh/h 45 7 39 49 9 32 Conflicting Peds, #/hr 0 8 0 5 5 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % -4 - 0 - - 0 Peak Hour Factor 55 55 55 55 55 55 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 82 13 71 89 16 58 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 211 129 0 0 165 0 Stage 1 121 - - - - - Stage 2 90 - - - - - Critical Hdwy 5.62 5.82 - - 4.12 - Critical Hdwy Stg 1 4.62 - - - - - Critical Hdwy Stg 2 4.62 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 815 934 - - 1413 - Stage 1 929 - - - - - Stage 2 952 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 801 922 - - 1406 - Mov Cap-2 Maneuver 801 - - - - - Stage 1 924 - - - - - Stage 2 941 - - - - - Approach WB NB SB HCM Control Delay, s 10 0 1.7 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 815 1406 - HCM Lane V/C Ratio - - 0.116 0.012 - HCM Control Delay (s) - - 10 7.6 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.4 0 - Lanes, Volumes, Timings 2: 26th Ave SW & SW 327th St 04/05/2021 Olympic View Elementary School Synchro 10 Report 2023 Baseline - PM Peak Hour Page 3 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 81 38 24 45 21 14 Future Volume (vph) 81 38 24 45 21 14 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) -2% 0% 0% Link Speed (mph) 25 25 25 Link Distance (ft) 370 462 182 Travel Time (s) 10.1 12.6 5.0 Confl. Peds. (#/hr) 12 3 15 15 Peak Hour Factor 0.65 0.65 0.65 0.65 0.65 0.65 Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 2: 26th Ave SW & SW 327th St 04/05/2021 Olympic View Elementary School Synchro 10 Report 2023 Baseline - PM Peak Hour Page 4 Intersection Int Delay, s/veh 6.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 81 38 24 45 21 14 Future Vol, veh/h 81 38 24 45 21 14 Conflicting Peds, #/hr 12 3 15 0 0 15 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % -2 - - 0 0 - Peak Hour Factor 65 65 65 65 65 65 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 125 58 37 69 32 22 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 213 61 69 0 - 0 Stage 1 58 - - - - - Stage 2 155 - - - - - Critical Hdwy 6.02 6.02 4.12 - - - Critical Hdwy Stg 1 5.02 - - - - - Critical Hdwy Stg 2 5.02 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 794 1008 1532 - - - Stage 1 971 - - - - - Stage 2 888 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 753 991 1510 - - - Mov Cap-2 Maneuver 753 - - - - - Stage 1 933 - - - - - Stage 2 876 - - - - - Approach EB NB SB HCM Control Delay, s 10.7 2.6 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1510 - 816 - - HCM Lane V/C Ratio 0.024 - 0.224 - - HCM Control Delay (s) 7.4 0 10.7 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0.1 - 0.9 - - Lanes, Volumes, Timings 3: 21st Ave SW & SW 326th St 04/05/2021 Olympic View Elementary School Synchro 10 Report 2023 Baseline - PM Peak Hour Page 5 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 20 47 36 687 712 20 Future Volume (vph) 20 47 36 687 712 20 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) -6% 0% -4% Storage Length (ft) 0 0 25 0 Storage Lanes 1 0 1 0 Taper Length (ft) 25 25 Link Speed (mph) 25 35 35 Link Distance (ft) 1328 387 487 Travel Time (s) 36.2 7.5 9.5 Confl. Peds. (#/hr) 4 4 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 3: 21st Ave SW & SW 326th St 04/05/2021 Olympic View Elementary School Synchro 10 Report 2023 Baseline - PM Peak Hour Page 6 Intersection Int Delay, s/veh 0.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 20 47 36 687 712 20 Future Vol, veh/h 20 47 36 687 712 20 Conflicting Peds, #/hr 0 0 4 0 0 4 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 25 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % -6 - - 0 -4 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 21 49 38 723 749 21 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1202 389 774 0 - 0 Stage 1 764 - - - - - Stage 2 438 - - - - - Critical Hdwy 5.64 6.34 4.14 - - - Critical Hdwy Stg 1 4.64 - - - - - Critical Hdwy Stg 2 4.64 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 264 650 837 - - - Stage 1 542 - - - - - Stage 2 715 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 250 648 834 - - - Mov Cap-2 Maneuver 382 - - - - - Stage 1 515 - - - - - Stage 2 712 - - - - - Approach EB NB SB HCM Control Delay, s 12.7 0.5 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 834 - 536 - - HCM Lane V/C Ratio 0.045 - 0.132 - - HCM Control Delay (s) 9.5 - 12.7 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.1 - 0.5 - - Lanes, Volumes, Timings 1: 26th Ave SW & SW 326th St 04/05/2021 Olympic View Elementary School Synchro 10 Report 2023 With Project - AM Peak Hour Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 15 69 69 10 81 7 81 23 17 4 10 18 Future Volume (vph) 15 69 69 10 81 7 81 23 17 4 10 18 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% -4% 0% 0% Link Speed (mph) 30 25 25 25 Link Distance (ft) 274 1328 182 431 Travel Time (s) 6.2 36.2 5.0 11.8 Confl. Peds. (#/hr) 8 8 8 8 Peak Hour Factor 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 Heavy Vehicles (%) 0% 0% 0% 2% 0% 2% 0% 2% 2% 2% 2% 0% Shared Lane Traffic (%) Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 1: 26th Ave SW & SW 326th St 04/05/2021 Olympic View Elementary School Synchro 10 Report 2023 With Project - AM Peak Hour Page 2 Intersection Int Delay, s/veh 12.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 69 69 10 81 7 81 23 17 4 10 18 Future Vol, veh/h 15 69 69 10 81 7 81 23 17 4 10 18 Conflicting Peds, #/hr 8 0 0 0 0 8 8 0 0 0 0 8 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - -4 - - 0 - - 0 - Peak Hour Factor 53 53 53 53 53 53 53 53 53 53 53 53 Heavy Vehicles, % 0 0 0 2 0 2 0 2 2 2 2 0 Mvmt Flow 28 130 130 19 153 13 153 43 32 8 19 34 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 516 441 44 547 442 67 61 0 0 75 0 0 Stage 1 60 60 - 365 365 - - - - - - - Stage 2 456 381 - 182 77 - - - - - - - Critical Hdwy 7.1 6.5 6.2 6.32 5.7 5.82 4.1 - - 4.12 - - Critical Hdwy Stg 1 6.1 5.5 - 5.32 4.7 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 5.32 4.7 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.518 4 3.318 2.2 - - 2.218 - - Pot Cap-1 Maneuver 473 513 1032 506 566 1004 1555 - - 1524 - - Stage 1 957 849 - 709 680 - - - - - - - Stage 2 588 617 - 854 849 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 324 453 1024 316 500 996 1543 - - 1524 - - Mov Cap-2 Maneuver 324 453 - 316 500 - - - - - - - Stage 1 851 838 - 635 609 - - - - - - - Stage 2 386 553 - 626 838 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 17.4 16.8 5.1 0.9 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1543 - - 575 488 1524 - - HCM Lane V/C Ratio 0.099 - - 0.502 0.379 0.005 - - HCM Control Delay (s) 7.6 0 - 17.4 16.8 7.4 0 - HCM Lane LOS A A - C C A A - HCM 95th %tile Q(veh) 0.3 - - 2.8 1.7 0 - - Lanes, Volumes, Timings 2: 26th Ave SW & SW 327th St 04/05/2021 Olympic View Elementary School Synchro 10 Report 2023 With Project - AM Peak Hour Page 3 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 67 15 5 61 39 42 Future Volume (vph) 67 15 5 61 39 42 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) -2% 0% 0% Link Speed (mph) 25 25 25 Link Distance (ft) 330 462 182 Travel Time (s) 9.0 12.6 5.0 Confl. Peds. (#/hr) 12 15 15 Peak Hour Factor 0.57 0.57 0.57 0.57 0.57 0.57 Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 2: 26th Ave SW & SW 327th St 04/05/2021 Olympic View Elementary School Synchro 10 Report 2023 With Project - AM Peak Hour Page 4 Intersection Int Delay, s/veh 4.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 67 15 5 61 39 42 Future Vol, veh/h 67 15 5 61 39 42 Conflicting Peds, #/hr 12 0 15 0 0 15 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % -2 - - 0 0 - Peak Hour Factor 57 57 57 57 57 57 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 118 26 9 107 68 74 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 257 120 157 0 - 0 Stage 1 120 - - - - - Stage 2 137 - - - - - Critical Hdwy 6.02 6.02 4.12 - - - Critical Hdwy Stg 1 5.02 - - - - - Critical Hdwy Stg 2 5.02 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 753 938 1423 - - - Stage 1 917 - - - - - Stage 2 903 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 727 925 1403 - - - Mov Cap-2 Maneuver 727 - - - - - Stage 1 898 - - - - - Stage 2 890 - - - - - Approach EB NB SB HCM Control Delay, s 10.9 0.6 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1403 - 757 - - HCM Lane V/C Ratio 0.006 - 0.19 - - HCM Control Delay (s) 7.6 0 10.9 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0 - 0.7 - - Lanes, Volumes, Timings 3: 21st Ave SW & SW 326th St 04/05/2021 Olympic View Elementary School Synchro 10 Report 2023 With Project - AM Peak Hour Page 5 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 26 69 73 550 390 21 Future Volume (vph) 26 69 73 550 390 21 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) -6% 0% -4% Storage Length (ft) 0 0 25 0 Storage Lanes 1 0 1 0 Taper Length (ft) 25 25 Link Speed (mph) 25 35 35 Link Distance (ft) 1328 387 487 Travel Time (s) 36.2 7.5 9.5 Peak Hour Factor 0.77 0.77 0.77 0.77 0.77 0.77 Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 3: 21st Ave SW & SW 326th St 04/05/2021 Olympic View Elementary School Synchro 10 Report 2023 With Project - AM Peak Hour Page 6 Intersection Int Delay, s/veh 1.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 26 69 73 550 390 21 Future Vol, veh/h 26 69 73 550 390 21 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 25 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % -6 - - 0 -4 - Peak Hour Factor 77 77 77 77 77 77 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 34 90 95 714 506 27 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1067 267 533 0 - 0 Stage 1 520 - - - - - Stage 2 547 - - - - - Critical Hdwy 5.64 6.34 4.14 - - - Critical Hdwy Stg 1 4.64 - - - - - Critical Hdwy Stg 2 4.64 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 310 764 1031 - - - Stage 1 667 - - - - - Stage 2 652 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 281 764 1031 - - - Mov Cap-2 Maneuver 415 - - - - - Stage 1 606 - - - - - Stage 2 652 - - - - - Approach EB NB SB HCM Control Delay, s 12.2 1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1031 - 621 - - HCM Lane V/C Ratio 0.092 - 0.199 - - HCM Control Delay (s) 8.8 - 12.2 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.3 - 0.7 - - Lanes, Volumes, Timings 1: 26th Ave SW & SW 326th St 04/05/2021 Olympic View Elementary School Synchro 10 Report 2023 With Project - PM Peak Hour Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 11 50 51 14 41 7 42 31 12 9 25 10 Future Volume (vph) 11 50 51 14 41 7 42 31 12 9 25 10 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% -4% 0% 0% Link Speed (mph) 30 25 25 25 Link Distance (ft) 213 1328 182 431 Travel Time (s) 4.8 36.2 5.0 11.8 Confl. Peds. (#/hr) 8 8 5 5 8 Peak Hour Factor 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 Heavy Vehicles (%) 0% 0% 0% 2% 0% 2% 0% 2% 2% 2% 2% 0% Shared Lane Traffic (%) Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 1: 26th Ave SW & SW 326th St 04/05/2021 Olympic View Elementary School Synchro 10 Report 2023 With Project - PM Peak Hour Page 2 Intersection Int Delay, s/veh 8.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 11 50 51 14 41 7 42 31 12 9 25 10 Future Vol, veh/h 11 50 51 14 41 7 42 31 12 9 25 10 Conflicting Peds, #/hr 8 0 0 0 0 0 8 0 5 5 0 8 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - -4 - - 0 - - 0 - Peak Hour Factor 55 55 55 55 55 55 55 55 55 55 55 55 Heavy Vehicles, % 0 0 0 2 0 2 0 2 2 2 2 0 Mvmt Flow 20 91 93 25 75 13 76 56 22 16 45 18 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 365 329 62 402 327 80 71 0 0 83 0 0 Stage 1 94 94 - 224 224 - - - - - - - Stage 2 271 235 - 178 103 - - - - - - - Critical Hdwy 7.1 6.5 6.2 6.32 5.7 5.82 4.1 - - 4.12 - - Critical Hdwy Stg 1 6.1 5.5 - 5.32 4.7 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 5.32 4.7 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.518 4 3.318 2.2 - - 2.218 - - Pot Cap-1 Maneuver 595 593 1009 611 640 989 1542 - - 1514 - - Stage 1 918 821 - 818 759 - - - - - - - Stage 2 739 714 - 857 833 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 498 549 1001 459 592 977 1530 - - 1507 - - Mov Cap-2 Maneuver 498 549 - 459 592 - - - - - - - Stage 1 864 805 - 771 716 - - - - - - - Stage 2 615 673 - 682 817 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 12.5 12.7 3.7 1.5 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1530 - - 682 580 1507 - - HCM Lane V/C Ratio 0.05 - - 0.299 0.194 0.011 - - HCM Control Delay (s) 7.5 0 - 12.5 12.7 7.4 0 - HCM Lane LOS A A - B B A A - HCM 95th %tile Q(veh) 0.2 - - 1.3 0.7 0 - - Lanes, Volumes, Timings 2: 26th Ave SW & SW 327th St 04/05/2021 Olympic View Elementary School Synchro 10 Report 2023 With Project - PM Peak Hour Page 3 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 42 21 24 50 44 42 Future Volume (vph) 42 21 24 50 44 42 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) -2% 0% 0% Link Speed (mph) 25 25 25 Link Distance (ft) 370 462 182 Travel Time (s) 10.1 12.6 5.0 Confl. Peds. (#/hr) 12 3 15 15 Peak Hour Factor 0.65 0.65 0.65 0.65 0.65 0.65 Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 2: 26th Ave SW & SW 327th St 04/05/2021 Olympic View Elementary School Synchro 10 Report 2023 With Project - PM Peak Hour Page 4 Intersection Int Delay, s/veh 3.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 42 21 24 50 44 42 Future Vol, veh/h 42 21 24 50 44 42 Conflicting Peds, #/hr 12 3 15 0 0 15 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % -2 - - 0 0 - Peak Hour Factor 65 65 65 65 65 65 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 65 32 37 77 68 65 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 279 119 148 0 - 0 Stage 1 116 - - - - - Stage 2 163 - - - - - Critical Hdwy 6.02 6.02 4.12 - - - Critical Hdwy Stg 1 5.02 - - - - - Critical Hdwy Stg 2 5.02 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 733 939 1434 - - - Stage 1 921 - - - - - Stage 2 882 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 693 923 1414 - - - Mov Cap-2 Maneuver 693 - - - - - Stage 1 883 - - - - - Stage 2 870 - - - - - Approach EB NB SB HCM Control Delay, s 10.5 2.5 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1414 - 756 - - HCM Lane V/C Ratio 0.026 - 0.128 - - HCM Control Delay (s) 7.6 0 10.5 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0.1 - 0.4 - - Lanes, Volumes, Timings 3: 21st Ave SW & SW 326th St 04/05/2021 Olympic View Elementary School Synchro 10 Report 2023 With Project - PM Peak Hour Page 5 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 23 57 44 687 712 22 Future Volume (vph) 23 57 44 687 712 22 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) -6% 0% -4% Storage Length (ft) 0 0 25 0 Storage Lanes 1 0 1 0 Taper Length (ft) 25 25 Link Speed (mph) 25 35 35 Link Distance (ft) 1328 387 487 Travel Time (s) 36.2 7.5 9.5 Confl. Peds. (#/hr) 4 4 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 3: 21st Ave SW & SW 326th St 04/05/2021 Olympic View Elementary School Synchro 10 Report 2023 With Project - PM Peak Hour Page 6 Intersection Int Delay, s/veh 1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 23 57 44 687 712 22 Future Vol, veh/h 23 57 44 687 712 22 Conflicting Peds, #/hr 0 0 4 0 0 4 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 25 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % -6 - - 0 -4 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 24 60 46 723 749 23 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1219 390 776 0 - 0 Stage 1 765 - - - - - Stage 2 454 - - - - - Critical Hdwy 5.64 6.34 4.14 - - - Critical Hdwy Stg 1 4.64 - - - - - Critical Hdwy Stg 2 4.64 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 259 650 836 - - - Stage 1 542 - - - - - Stage 2 705 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 243 648 833 - - - Mov Cap-2 Maneuver 376 - - - - - Stage 1 510 - - - - - Stage 2 702 - - - - - Approach EB NB SB HCM Control Delay, s 13 0.6 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 833 - 536 - - HCM Lane V/C Ratio 0.056 - 0.157 - - HCM Control Delay (s) 9.6 - 13 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.2 - 0.6 - - Federal Way School District – Olympic Elementary School 2626 SW 327th Street, Federal Way, WA Traffic Impact Analysis ATTACHMENT C Trip Generation Calculations Land Use Size/Units ITE LUC 1 Trip Rate/Equation 1 Enter Exit Enter Exit Total DAILY Proposed Uses: Elementary School 510 Students 520 1.89 50%50%482 482 964 Middle School 90 Students 522 2.13 50%50%96 96 192 Less Existing Use: Elementary School 450 Students 520 1.89 50% 50%-426 -425 -851 Gross Daily Trips Generated =578 578 1,156 Less Existing Trips =-426 -425 -851 Total Proposed Net Daily Trips = 152 153 305 AM PEAK HOUR Proposed Uses: Elementary School2 510 Students 520 0.55 54% 46% 152 129 281 Middle School 90 Students 522 0.58 54%46%28 24 52 Less Existing Use: Elementary School2 450 Students 520 0.55 54% 46% -134 -114 -248 Gross AM Peak Hour Trips Generated =180 153 333 Less Existing Trips =-134 -114 -248 Total Proposed Net AM Peak Hour Trips = 46 39 85 AFTERNOON PEAK HOUR Proposed Uses: Elementary School2 510 Students 520 0.34 45% 55% 78 95 173 Middle School 90 Students 522 Ln(T) = 0.96Ln(X) - 0.86 46%54%15 17 32 Less Existing Use: Elementary School2 450 Students 520 0.34 45% 55% -69 -84 -153 Gross Afternoon Peak Hour Trips Generated =93 112 205 Less Existing Trips =-69 -84 -153 Total Proposed Net Afternoon Peak Hour Trips = 24 28 52 PM PEAK HOUR Proposed Uses: Elementary School 510 Students 520 0.17 48%52%42 45 87 Middle School 90 Students 522 0.17 49%51%7 8 15 Less Existing Use: Elementary School 450 Students 520 0.17 48% 52%-37 -40 -77 Gross PM Peak Hour Trips Generated =49 53 102 Less Existing Trips =-37 -40 -77 Total Proposed Net PM Peak Hour Trips = 12 13 25 Notes: 1. Per ITE Trip Generation Manual, 10th Edition, 2017 unless otherwise noted. 2. Trip generation rate based on field studies of the Lakewood, Wildwood, and Mirror Lake Elementary schools in the City of Federal Way. Olympic View ES Weekday Trip Generation Estimate Directional Split 1 Vehicle Trip Generation 4/6/2021 Federal Way School District – Olympic Elementary School 2626 SW 327th Street, Federal Way, WA Traffic Impact Analysis ATTACHMENT D Safe Walk Routes