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Redondo Heights TOD 20-104352-CN Concurrency AnalysisMultifamily Housing (Mid-Rise) (221) Vehicle Trip Ends vs:Dwelling Units On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location:General Urban/Suburban Number of Studies:60 Avg. Num. of Dwelling Units:208 Directional Distribution:61% entering, 39% exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.44 0.15 - 1.11 0.19 Data Plot and Equation T = Trip EndsX = Number of Dwelling Units Study Site Average RateFitted Curve Fitted Curve Equation: Ln(T) = 0.96 Ln(X) - 0.63 R²= 0.72 Trip Gen Manual,10th Edition Institute of Transportation Engineers 0 200 400 600 8000 100 200 300 400 130 57 57 HCM Signalized Intersection Capacity Analysis 2549: 14 Av S & S 312 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 51 585 12 32 875 49 59 19 16 51 7 85 Future Volume (vph) 51 585 12 32 875 49 59 19 16 51 7 85 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 11 12 12 11 12 12 12 12 12 11 11 Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.99 0.98 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 0.97 0.96 1.00 Satd. Flow (prot) 1770 3411 1760 3356 1752 1725 1506 Flt Permitted 0.27 1.00 0.40 1.00 0.97 0.96 1.00 Satd. Flow (perm) 505 3411 746 3356 1752 1725 1506 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 51 585 12 32 875 49 59 19 16 51 7 85 RTOR Reduction (vph) 0 1 0 0 2 0 0 5 0 0 0 80 Lane Group Flow (vph) 51 596 0 32 922 0 0 89 0 0 58 5 Confl. Peds. (#/hr)9 9 6 6 15 15 Confl. Bikes (#/hr)7 2 Bus Blockages (#/hr) 0 0 0 0 4 0 4 0 0 0 0 4 Turn Type D.P+P NA D.P+P NA Split NA Split NA Prot Protected Phases 7 4 3 8 5 5 6 6 6 Permitted Phases 8 4 Actuated Green, G (s) 107.1 99.9 107.1 102.4 13.6 9.3 9.3 Effective Green, g (s) 107.1 99.9 107.1 102.4 13.6 9.3 9.3 Actuated g/C Ratio 0.71 0.67 0.71 0.68 0.09 0.06 0.06 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 400 2271 581 2291 158 106 93 v/s Ratio Prot 0.00 c0.17 0.00 c0.27 c0.05 c0.03 0.00 v/s Ratio Perm 0.09 0.04 v/c Ratio 0.13 0.26 0.06 0.40 0.56 0.55 0.06 Uniform Delay, d1 6.9 10.1 8.2 10.4 65.3 68.3 66.2 Progression Factor 0.58 0.41 1.51 1.93 1.00 1.00 1.00 Incremental Delay, d2 0.0 0.3 0.0 0.4 2.7 3.1 0.1 Delay (s) 4.1 4.4 12.4 20.5 68.0 71.4 66.3 Level of Service A A B C E E E Approach Delay (s) 4.4 20.2 68.0 68.4 Approach LOS A C E E Intersection Summary HCM 2000 Control Delay 20.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.43 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 55.3% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 2550: Pacific Hwy S & S 312 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (vph) 241 305 124 129 456 135 16 188 889 67 52 149 Future Volume (vph) 241 305 124 129 456 135 16 188 889 67 52 149 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 11 12 12 11 12 12 12 12 12 12 12 Grade (%) 1% 0% 0% Total Lost time (s) 6.0 6.0 6.0 6.0 5.0 5.0 5.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.91 1.00 Frpb, ped/bikes 1.00 0.99 1.00 0.99 1.00 0.99 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.96 1.00 0.97 1.00 0.99 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 Satd. Flow (prot) 1717 3218 1735 3243 1741 4955 1749 Flt Permitted 0.16 1.00 0.29 1.00 0.95 1.00 0.22 Satd. Flow (perm) 297 3218 527 3243 1741 4955 406 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 241 305 124 129 456 135 16 188 889 67 52 149 RTOR Reduction (vph) 0 35 0 0 19 0 0 0 5 0 0 0 Lane Group Flow (vph) 241 394 0 129 572 0 0 204 951 0 0 201 Confl. Peds. (#/hr) 14 14 29 29 42 42 42 29 29 Bus Blockages (#/hr) 6 2 4 4 4 6 4 4 6 2 6 2 Turn Type D.P+P NA D.P+P NA Prot Prot NA D.P+P D.P+P Protected Phases 7 4 3 8 5 5 2 1 1 Permitted Phases 8 4 2 2 Actuated Green, G (s) 51.1 28.3 51.1 31.7 25.0 66.0 78.9 Effective Green, g (s) 49.1 27.3 49.1 30.7 25.0 66.0 78.9 Actuated g/C Ratio 0.33 0.18 0.33 0.20 0.17 0.44 0.53 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 271 585 348 663 290 2180 329 v/s Ratio Prot c0.11 0.12 0.05 0.18 c0.12 0.19 0.05 v/s Ratio Perm c0.18 0.07 0.27 v/c Ratio 0.89 0.67 0.37 0.86 0.70 0.44 0.61 Uniform Delay, d1 41.2 57.2 48.2 57.6 59.0 29.1 20.3 Progression Factor 1.24 0.87 1.00 1.00 0.65 0.29 0.91 Incremental Delay, d2 26.7 2.4 0.2 10.8 5.7 0.6 1.9 Delay (s) 78.0 52.2 48.4 68.5 44.0 9.1 20.3 Level of Service E D D E D A C Approach Delay (s) 61.4 64.9 15.3 Approach LOS E E B Intersection Summary HCM 2000 Control Delay 35.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.77 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 22.0 Intersection Capacity Utilization 93.5% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 2550: Pacific Hwy S & S 312 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement SBT SBR Lane Configurations Traffic Volume (vph) 1279 321 Future Volume (vph) 1279 321 Ideal Flow (vphpl) 1900 1900 Lane Width 12 12 Grade (%) 0% Total Lost time (s) 5.0 6.0 Lane Util. Factor 0.91 1.00 Frpb, ped/bikes 1.00 0.93 Flpb, ped/bikes 1.00 1.00 Frt 1.00 0.85 Flt Protected 1.00 1.00 Satd. Flow (prot) 5058 1456 Flt Permitted 1.00 1.00 Satd. Flow (perm) 5058 1456 Peak-hour factor, PHF 1.00 1.00 Adj. Flow (vph) 1279 321 RTOR Reduction (vph) 0 151 Lane Group Flow (vph) 1279 170 Confl. Peds. (#/hr) 29 Bus Blockages (#/hr) 4 4 Turn Type NA Perm Protected Phases 6 Permitted Phases 6 Actuated Green, G (s) 53.9 53.9 Effective Green, g (s) 53.9 52.9 Actuated g/C Ratio 0.36 0.35 Clearance Time (s) 5.0 5.0 Vehicle Extension (s) 2.0 2.0 Lane Grp Cap (vph) 1817 513 v/s Ratio Prot c0.25 v/s Ratio Perm 0.12 v/c Ratio 0.70 0.33 Uniform Delay, d1 41.2 35.6 Progression Factor 0.61 0.93 Incremental Delay, d2 1.9 1.4 Delay (s) 27.1 34.4 Level of Service C C Approach Delay (s) 27.6 Approach LOS C Intersection Summary HCM Signalized Intersection Capacity Analysis 2552: 20 Av S & S 312 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 5 324 153 106 470 19 98 54 164 21 32 5 Future Volume (vph) 5 324 153 106 470 19 98 54 164 21 32 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 11 12 12 11 12 12 12 11 12 11 12 Grade (%) 5% -4% -1% 0% Total Lost time (s) 5.0 5.0 5.0 5.0 6.0 6.0 6.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 Frpb, ped/bikes 1.00 0.98 1.00 1.00 1.00 0.98 1.00 Flpb, ped/bikes 0.99 1.00 0.99 1.00 0.99 1.00 1.00 Frt 1.00 0.95 1.00 0.99 1.00 0.85 0.99 Flt Protected 0.95 1.00 0.95 1.00 0.97 1.00 0.98 Satd. Flow (prot) 1702 3097 1781 3441 1798 1488 1741 Flt Permitted 0.47 1.00 0.47 1.00 0.79 1.00 0.75 Satd. Flow (perm) 838 3097 882 3441 1463 1488 1338 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 5 324 153 106 470 19 98 54 164 21 32 5 RTOR Reduction (vph) 0 18 0 0 1 0 0 0 142 0 3 0 Lane Group Flow (vph) 5 459 0 106 488 0 0 152 22 0 55 0 Confl. Peds. (#/hr) 11 11 15 15 8 8 5 5 Bus Blockages (#/hr) 0 2 0 0 2 0 2 0 2 2 0 2 Turn Type D.P+P NA D.P+P NA Perm NA Perm Perm NA Protected Phases 1 6 5 2 4 8 Permitted Phases 2 6 4 4 8 Actuated Green, G (s) 113.8 107.3 113.8 111.2 21.2 21.2 21.2 Effective Green, g (s) 113.8 107.3 113.8 111.2 20.2 20.2 20.2 Actuated g/C Ratio 0.76 0.72 0.76 0.74 0.13 0.13 0.13 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 650 2215 708 2550 197 200 180 v/s Ratio Prot 0.00 c0.15 0.01 c0.14 v/s Ratio Perm 0.01 0.11 c0.10 0.01 0.04 v/c Ratio 0.01 0.21 0.15 0.19 0.77 0.11 0.30 Uniform Delay, d1 4.8 7.1 4.7 5.8 62.7 57.0 58.5 Progression Factor 1.00 1.00 1.00 1.00 1.14 2.98 1.00 Incremental Delay, d2 0.0 0.2 0.0 0.2 15.5 0.1 0.3 Delay (s) 4.8 7.3 4.7 6.0 87.2 169.7 58.9 Level of Service A A A A F F E Approach Delay (s) 7.3 5.8 130.0 58.9 Approach LOS A A F E Intersection Summary HCM 2000 Control Delay 35.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.30 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 50.6% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 2554: 23 Av S & S 312 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 312 146 68 414 209 111 Future Volume (vph) 312 146 68 414 209 111 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width 11 12 12 12 12 11 Grade (%) -8% 8% 0% Total Lost time (s) 5.0 5.0 6.0 5.0 6.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 0.94 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 1.00 0.85 Flt Protected 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1873 1544 1685 1774 1755 1531 Flt Permitted 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1873 1544 1685 1774 1755 1531 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 312 146 68 414 209 111 RTOR Reduction (vph) 0 54 0 0 0 94 Lane Group Flow (vph) 312 92 68 414 209 17 Confl. Peds. (#/hr) 10 1 Bus Blockages (#/hr) 0 2 2 2 2 0 Turn Type NA Perm Prot NA Prot Perm Protected Phases 6 5 2 4 Permitted Phases 6 4 4 Actuated Green, G (s) 94.1 94.1 18.4 117.5 22.5 22.5 Effective Green, g (s) 94.1 94.1 17.4 117.5 21.5 22.5 Actuated g/C Ratio 0.63 0.63 0.12 0.78 0.14 0.15 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 1174 968 195 1389 251 229 v/s Ratio Prot 0.17 0.04 c0.23 c0.12 v/s Ratio Perm 0.06 0.01 v/c Ratio 0.27 0.09 0.35 0.30 0.83 0.07 Uniform Delay, d1 12.5 11.1 61.1 4.6 62.5 54.8 Progression Factor 1.00 1.00 1.00 1.00 1.05 1.57 Incremental Delay, d2 0.6 0.2 0.4 0.5 19.5 0.0 Delay (s) 13.1 11.3 61.5 5.1 85.3 85.9 Level of Service B B E A F F Approach Delay (s) 12.5 13.1 85.5 Approach LOS B B F Intersection Summary HCM 2000 Control Delay 31.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.40 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 17.0 Intersection Capacity Utilization 47.4% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 2652: 20 Av S & S 314 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 28 16 54 35 18 24 44 232 34 23 240 10 Future Volume (vph) 28 16 54 35 18 24 44 232 34 23 240 10 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 11 11 12 12 12 12 11 12 12 11 12 Grade (%) 3% 1% 4% -5% Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 0.95 1.00 0.94 1.00 0.99 1.00 1.00 Flpb, ped/bikes 0.96 1.00 0.93 1.00 0.98 1.00 0.99 1.00 Frt 1.00 0.88 1.00 0.91 1.00 0.98 1.00 0.99 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1672 1493 1635 1600 1703 1716 1803 1832 Flt Permitted 0.73 1.00 0.71 1.00 0.60 1.00 0.60 1.00 Satd. Flow (perm) 1284 1493 1224 1600 1083 1716 1130 1832 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 28 16 54 35 18 24 44 232 34 23 240 10 RTOR Reduction (vph) 0 50 0 0 22 0 0 2 0 0 0 0 Lane Group Flow (vph) 28 20 0 35 20 0 44 264 0 23 250 0 Confl. Peds. (#/hr) 11 11 20 20 10 10 3 3 Turn Type Perm NA Perm NA D.P+P NA D.P+P NA Protected Phases 6 2 7 4 3 8 Permitted Phases 6 2 8 4 Actuated Green, G (s) 11.7 11.7 11.7 11.7 123.3 120.3 123.3 115.9 Effective Green, g (s) 10.7 10.7 10.7 10.7 121.3 119.3 121.3 114.9 Actuated g/C Ratio 0.07 0.07 0.07 0.07 0.81 0.80 0.81 0.77 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 91 106 87 114 902 1364 922 1403 v/s Ratio Prot 0.01 0.01 c0.00 c0.15 0.00 0.14 v/s Ratio Perm 0.02 c0.03 0.04 0.02 v/c Ratio 0.31 0.19 0.40 0.17 0.05 0.19 0.02 0.18 Uniform Delay, d1 66.1 65.6 66.6 65.5 2.9 3.7 2.8 4.8 Progression Factor 1.00 1.00 1.01 1.03 2.44 1.86 0.90 0.87 Incremental Delay, d2 0.7 0.3 1.1 0.3 0.0 0.3 0.0 0.3 Delay (s) 66.8 65.9 68.2 67.4 7.0 7.2 2.5 4.4 Level of Service E E E E A A A A Approach Delay (s) 66.1 67.8 7.2 4.2 Approach LOS E E A A Intersection Summary HCM 2000 Control Delay 19.9 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.21 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 45.7% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 2654: 23 Av S & S 314 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 6 0 56 4 1 9 1 51 306 2 2 213 Future Volume (vph) 6 0 56 4 1 9 1 51 306 2 2 213 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 12 12 12 12 12 12 12 11 12 12 11 Grade (%) -6% 6% 7% -7% Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 0.97 0.98 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 0.96 1.00 0.99 1.00 Frt 0.88 0.91 1.00 1.00 1.00 0.99 Flt Protected 1.00 0.99 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1617 1599 1644 1721 1805 1832 Flt Permitted 0.96 0.89 0.62 1.00 0.57 1.00 Satd. Flow (perm) 1566 1449 1071 1721 1088 1832 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 6 0 56 4 1 9 1 51 306 2 2 213 RTOR Reduction (vph) 0 59 0 0 9 0 0 0 0 0 0 0 Lane Group Flow (vph) 0 3 0 0 5 0 0 52 308 0 2 223 Confl. Peds. (#/hr) 4 4 1 1 10 7 7 7 Bus Blockages (#/hr) 2 0 2 2 0 2 0 0 2 0 0 2 Turn Type Perm NA Perm NA custom D.P+P NA D.P+P NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 5 6 2 Actuated Green, G (s) 8.8 8.8 126.2 123.2 126.2 121.9 Effective Green, g (s) 7.8 7.8 124.2 122.2 124.2 120.9 Actuated g/C Ratio 0.05 0.05 0.83 0.81 0.83 0.81 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 81 75 899 1402 910 1476 v/s Ratio Prot 0.00 c0.18 0.00 c0.12 v/s Ratio Perm 0.00 c0.00 0.05 0.00 v/c Ratio 0.04 0.07 0.06 0.22 0.00 0.15 Uniform Delay, d1 67.5 67.7 2.3 3.1 2.2 3.2 Progression Factor 1.61 1.00 0.87 0.85 0.77 0.68 Incremental Delay, d2 0.1 0.2 0.0 0.4 0.0 0.2 Delay (s) 108.8 67.8 2.0 3.0 1.7 2.4 Level of Service F E A A A A Approach Delay (s) 108.8 67.8 2.9 2.4 Approach LOS F E A A Intersection Summary HCM 2000 Control Delay 14.0 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.21 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 41.1% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 2654: 23 Av S & S 314 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement SBR Lane Configurations Traffic Volume (vph) 10 Future Volume (vph) 10 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, PHF 1.00 Adj. Flow (vph) 10 RTOR Reduction (vph) 0 Lane Group Flow (vph) 0 Confl. Peds. (#/hr) 7 Bus Blockages (#/hr) 0 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary HCM Signalized Intersection Capacity Analysis 2750: Pacific Hwy S & S 316 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (vph) 87 67 105 149 81 123 72 181 1075 98 33 91 Future Volume (vph) 87 67 105 149 81 123 72 181 1075 98 33 91 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 11 12 12 11 12 12 12 12 12 12 12 Grade (%) -2% 0% 2% Total Lost time (s) 6.0 6.0 6.0 6.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.91 1.00 Frpb, ped/bikes 1.00 0.97 1.00 0.98 1.00 0.99 1.00 Flpb, ped/bikes 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Frt 1.00 0.91 1.00 0.91 1.00 0.99 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 Satd. Flow (prot) 1734 1561 1731 1607 1752 4893 1731 Flt Permitted 0.32 1.00 0.46 1.00 0.95 1.00 0.19 Satd. Flow (perm) 575 1561 839 1607 1752 4893 348 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 87 67 105 149 81 123 72 181 1075 98 33 91 RTOR Reduction (vph) 0 40 0 0 41 0 0 0 6 0 0 0 Lane Group Flow (vph) 87 132 0 149 163 0 0 253 1167 0 0 124 Confl. Peds. (#/hr) 25 25 14 14 19 19 19 25 25 Bus Blockages (#/hr) 6 7 4 4 0 6 4 0 6 7 6 7 Turn Type D.P+P NA D.P+P NA Prot Prot NA D.P+P D.P+P Protected Phases 7 4 3 8 5 5 2 1 1 Permitted Phases 8 4 2 2 Actuated Green, G (s) 31.2 25.9 31.2 22.0 25.4 87.8 98.8 Effective Green, g (s) 29.2 24.9 29.2 21.0 25.4 87.8 98.8 Actuated g/C Ratio 0.19 0.17 0.19 0.14 0.17 0.59 0.66 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 175 259 188 224 296 2864 330 v/s Ratio Prot c0.03 0.08 c0.02 0.10 c0.14 0.24 0.03 v/s Ratio Perm 0.07 c0.13 0.22 v/c Ratio 0.50 0.51 0.79 0.73 0.85 0.41 0.38 Uniform Delay, d1 62.1 57.0 62.2 61.7 60.5 16.9 20.5 Progression Factor 1.00 1.00 0.81 1.45 0.80 1.97 0.61 Incremental Delay, d2 0.8 0.6 18.2 9.2 14.3 0.3 0.2 Delay (s) 62.9 57.6 68.9 98.8 62.7 33.6 12.8 Level of Service E E E F E C B Approach Delay (s) 59.4 86.2 38.8 Approach LOS E F D Intersection Summary HCM 2000 Control Delay 35.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.69 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 22.0 Intersection Capacity Utilization 90.0% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 2750: Pacific Hwy S & S 316 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement SBT SBR Lane Configurations Traffic Volume (vph) 1432 51 Future Volume (vph) 1432 51 Ideal Flow (vphpl) 1900 1900 Lane Width 12 12 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) 5063 Flt Permitted 1.00 Satd. Flow (perm) 5063 Peak-hour factor, PHF 1.00 1.00 Adj. Flow (vph) 1432 51 RTOR Reduction (vph) 2 0 Lane Group Flow (vph) 1481 0 Confl. Peds. (#/hr) 25 Bus Blockages (#/hr) 4 0 Turn Type NA Protected Phases 6 Permitted Phases Actuated Green, G (s) 73.4 Effective Green, g (s) 73.4 Actuated g/C Ratio 0.49 Clearance Time (s) 5.0 Vehicle Extension (s) 2.0 Lane Grp Cap (vph) 2477 v/s Ratio Prot c0.29 v/s Ratio Perm v/c Ratio 0.60 Uniform Delay, d1 27.6 Progression Factor 0.63 Incremental Delay, d2 0.8 Delay (s) 18.2 Level of Service B Approach Delay (s) 17.8 Approach LOS B Intersection Summary HCM Signalized Intersection Capacity Analysis 2752: 20 Av S & S 316 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 25 138 62 55 209 90 35 198 34 62 234 37 Future Volume (vph) 25 138 62 55 209 90 35 198 34 62 234 37 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 11 12 12 11 12 12 11 12 12 11 12 Grade (%) 1% 1% 4% -6% Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 0.98 1.00 0.98 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 0.99 1.00 0.98 1.00 1.00 1.00 Frt 1.00 0.95 1.00 0.95 1.00 0.98 1.00 0.98 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1757 1632 1739 1606 1639 1708 1764 1809 Flt Permitted 0.25 1.00 0.43 1.00 0.56 1.00 0.59 1.00 Satd. Flow (perm) 468 1632 784 1606 963 1708 1096 1809 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 25 138 62 55 209 90 35 198 34 62 234 37 RTOR Reduction (vph) 0 14 0 0 13 0 0 3 0 0 2 0 Lane Group Flow (vph) 25 186 0 55 286 0 35 229 0 62 269 0 Confl. Peds. (#/hr) 8 8 13 13 13 13 3 3 Bus Blockages (#/hr) 0 7 0 0 10 0 10 0 7 7 0 10 Turn Type D.P+P NA D.P+P NA D.P+P NA D.P+P NA Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 2 6 8 4 Actuated Green, G (s) 36.5 29.5 36.5 32.4 93.5 88.0 93.5 88.7 Effective Green, g (s) 34.5 28.5 34.5 31.4 91.5 87.0 91.5 87.7 Actuated g/C Ratio 0.23 0.19 0.23 0.21 0.61 0.58 0.61 0.58 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 134 310 218 336 604 990 688 1057 v/s Ratio Prot 0.00 0.11 c0.01 c0.18 0.00 0.13 c0.00 c0.15 v/s Ratio Perm 0.04 0.05 0.03 0.05 v/c Ratio 0.19 0.60 0.25 0.85 0.06 0.23 0.09 0.25 Uniform Delay, d1 46.2 55.5 46.2 57.1 11.7 15.3 11.9 15.2 Progression Factor 1.04 1.05 1.00 1.00 0.45 0.68 1.01 0.99 Incremental Delay, d2 0.2 2.1 0.2 17.8 0.0 0.4 0.0 0.6 Delay (s) 48.0 60.3 46.4 74.9 5.3 10.8 12.0 15.7 Level of Service D E D E A B B B Approach Delay (s) 59.0 70.4 10.1 15.0 Approach LOS E E B B Intersection Summary HCM 2000 Control Delay 38.9 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.40 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 24.0 Intersection Capacity Utilization 61.9% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 2754: 23 Av S & S 316 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 45 182 233 316 239 31 Future Volume (vph) 45 182 233 316 239 31 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width 12 11 12 11 11 12 Grade (%) 0% 4% -7% Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 0.97 1.00 1.00 1.00 Flpb, ped/bikes 0.84 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.98 Flt Protected 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1472 1474 1730 1751 1814 Flt Permitted 0.95 1.00 0.55 1.00 1.00 Satd. Flow (perm) 1472 1474 996 1751 1814 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 45 182 233 316 239 31 RTOR Reduction (vph) 0 120 0 0 2 0 Lane Group Flow (vph) 45 62 233 316 268 0 Confl. Peds. (#/hr) 25 25 2 2 Bus Blockages (#/hr) 2 2 0 2 2 0 Turn Type custom pm+ov D.P+P NA NA Protected Phases 3 1 1 6 2 Permitted Phases 4 8 2 Actuated Green, G (s) 9.4 53.4 120.6 125.6 81.6 Effective Green, g (s) 7.4 51.4 118.6 124.6 80.6 Actuated g/C Ratio 0.05 0.34 0.79 0.83 0.54 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 131 564 973 1454 974 v/s Ratio Prot c0.01 0.03 c0.06 0.18 c0.15 v/s Ratio Perm 0.02 0.01 0.13 v/c Ratio 0.34 0.11 0.24 0.22 0.27 Uniform Delay, d1 69.2 33.7 6.0 2.6 18.8 Progression Factor 1.00 1.00 1.00 1.00 0.88 Incremental Delay, d2 0.6 0.0 0.0 0.3 0.7 Delay (s) 69.8 33.7 6.1 3.0 17.3 Level of Service E C A A B Approach Delay (s) 40.9 4.3 17.3 Approach LOS D A B Intersection Summary HCM 2000 Control Delay 15.6 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.28 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 23.0 Intersection Capacity Utilization 47.1% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 3048: 11 Pl S & S 320 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 9 1175 221 67 1603 22 392 17 109 40 10 9 Future Volume (vph) 9 1175 221 67 1603 22 392 17 109 40 10 9 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 11 12 12 11 12 12 12 12 12 12 12 Grade (%) 2% -1% 2% -3% Total Lost time (s) 5.0 5.0 5.0 5.0 5.5 5.5 6.0 6.0 Lane Util. Factor 1.00 0.95 1.00 0.95 0.95 0.95 1.00 1.00 Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 0.99 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 1.00 1.00 0.93 1.00 0.93 Flt Protected 0.95 1.00 0.95 1.00 0.95 0.98 0.95 1.00 Satd. Flow (prot) 1752 3237 1778 3373 1611 1580 1767 1728 Flt Permitted 0.07 1.00 0.10 1.00 0.95 0.98 0.95 1.00 Satd. Flow (perm) 132 3237 190 3373 1611 1580 1767 1728 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 9 1175 221 67 1603 22 392 17 109 40 10 9 RTOR Reduction (vph) 0 9 0 0 0 0 0 18 0 0 8 0 Lane Group Flow (vph) 9 1387 0 67 1625 0 267 233 0 40 11 0 Confl. Peds. (#/hr) 17 17 13 13 7 7 11 11 Bus Blockages (#/hr) 0 4 0 0 8 0 8 0 4 4 0 8 Turn Type D.P+P NA D.P+P NA Split NA Split NA Protected Phases 5 2 1 6 8 8 4 4 Permitted Phases 6 2 Actuated Green, G (s) 92.0 84.6 92.0 91.0 26.4 26.4 11.6 11.6 Effective Green, g (s) 92.0 84.6 92.0 91.0 25.9 25.9 10.6 10.6 Actuated g/C Ratio 0.61 0.56 0.61 0.61 0.17 0.17 0.07 0.07 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 91 1825 194 2046 278 272 124 122 v/s Ratio Prot 0.00 0.43 c0.02 c0.48 c0.17 0.15 c0.02 0.01 v/s Ratio Perm 0.06 0.19 v/c Ratio 0.10 0.76 0.35 0.79 0.96 0.86 0.32 0.09 Uniform Delay, d1 39.0 25.0 39.4 22.4 61.5 60.2 66.3 65.2 Progression Factor 1.00 1.00 0.89 0.83 0.96 0.95 1.00 1.00 Incremental Delay, d2 0.2 3.0 0.3 2.1 42.7 21.4 0.6 0.1 Delay (s) 39.2 28.0 35.1 20.8 101.8 78.9 66.8 65.3 Level of Service D C D C F E E E Approach Delay (s) 28.1 21.3 90.7 66.3 Approach LOS C C F E Intersection Summary HCM 2000 Control Delay 34.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.79 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 21.5 Intersection Capacity Utilization 91.2% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 3050: Pacific Hwy S & S 320 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Volume (vph) 51 383 970 109 39 361 1355 270 65 226 856 170 Future Volume (vph) 51 383 970 109 39 361 1355 270 65 226 856 170 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) -6% 0% 2% Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 0.97 0.91 0.97 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 0.99 1.00 1.00 0.97 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 1.00 0.85 1.00 0.98 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3536 5103 3433 5031 1538 3344 4877 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3536 5103 3433 5031 1538 3344 4877 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 51 383 970 109 39 361 1355 270 65 226 856 170 RTOR Reduction (vph) 0 0 8 0 0 0 0 82 0 0 20 0 Lane Group Flow (vph) 0 434 1071 0 0 400 1355 188 0 291 1006 0 Confl. Peds. (#/hr) 35 35 35 15 15 15 24 24 24 Bus Blockages (#/hr) 8 0 4 0 4 0 8 0 0 8 0 4 Turn Type Prot Prot NA Prot Prot NA Perm Prot Prot NA Protected Phases 1 1 6 5 5 2 3 3 8 Permitted Phases 2 Actuated Green, G (s) 24.0 53.5 21.2 50.7 50.7 16.9 39.0 Effective Green, g (s) 24.0 53.5 21.2 50.7 50.7 16.9 39.0 Actuated g/C Ratio 0.16 0.36 0.14 0.34 0.34 0.11 0.26 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 565 1820 485 1700 519 376 1268 v/s Ratio Prot c0.12 0.21 0.12 c0.27 0.09 c0.21 v/s Ratio Perm 0.12 v/c Ratio 0.77 0.59 0.82 0.80 0.36 0.77 0.79 Uniform Delay, d1 60.3 39.3 62.6 45.0 37.5 64.7 51.7 Progression Factor 0.91 0.88 0.90 0.64 0.36 0.70 0.70 Incremental Delay, d2 4.4 1.1 7.3 2.7 1.3 7.5 4.4 Delay (s) 59.1 35.6 63.3 31.7 14.9 52.9 40.5 Level of Service E D E C B D D Approach Delay (s) 42.3 35.7 43.2 Approach LOS D D D Intersection Summary HCM 2000 Control Delay 44.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.79 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 103.4% ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 3050: Pacific Hwy S & S 320 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement SBU SBL SBT SBR Lane Configurations Traffic Volume (vph) 49 251 862 274 Future Volume (vph) 49 251 862 274 Ideal Flow (vphpl) 1900 1900 1900 1900 Grade (%) -2% Total Lost time (s) 5.0 5.0 5.0 Lane Util. Factor 0.97 0.91 1.00 Frpb, ped/bikes 1.00 1.00 0.96 Flpb, ped/bikes 1.00 1.00 1.00 Frt 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 Satd. Flow (prot) 3440 5136 1490 Flt Permitted 0.95 1.00 1.00 Satd. Flow (perm) 3440 5136 1490 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 Adj. Flow (vph) 49 251 862 274 RTOR Reduction (vph) 0 0 0 100 Lane Group Flow (vph) 0 300 862 174 Confl. Peds. (#/hr) 19 19 19 Bus Blockages (#/hr) 0 4 0 8 Turn Type Prot Prot NA Perm Protected Phases 7 7 4 Permitted Phases 4 Actuated Green, G (s) 16.3 38.4 38.4 Effective Green, g (s) 16.3 38.4 38.4 Actuated g/C Ratio 0.11 0.26 0.26 Clearance Time (s) 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 Lane Grp Cap (vph) 373 1314 381 v/s Ratio Prot c0.09 0.17 v/s Ratio Perm 0.12 v/c Ratio 0.80 0.66 0.46 Uniform Delay, d1 65.3 49.9 47.0 Progression Factor 0.99 0.99 1.27 Incremental Delay, d2 9.3 2.1 3.2 Delay (s) 73.8 51.4 62.8 Level of Service E D E Approach Delay (s) 58.3 Approach LOS E Intersection Summary HCM Signalized Intersection Capacity Analysis 3052: 20 Av S & S 320 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 15 190 1035 75 118 1859 143 124 82 92 218 89 Future Volume (vph) 15 190 1035 75 118 1859 143 124 82 92 218 89 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 11 11 11 12 11 11 12 11 11 12 11 11 Grade (%) -3% 2% -1% -3% Total Lost time (s) 5.0 5.0 5.0 5.0 5.5 5.5 5.5 5.5 Lane Util. Factor 0.97 0.91 0.97 0.91 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.99 1.00 0.92 1.00 0.91 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3368 4905 3285 4773 1690 1650 1702 1634 Flt Permitted 0.95 1.00 0.95 1.00 0.26 1.00 0.37 1.00 Satd. Flow (perm) 3368 4905 3285 4773 458 1650 662 1634 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 15 190 1035 75 118 1859 143 124 82 92 218 89 RTOR Reduction (vph) 0 0 5 0 0 5 0 0 30 0 0 40 Lane Group Flow (vph) 0 205 1105 0 118 1997 0 124 144 0 218 182 Confl. Peds. (#/hr) 7 7 7 18 18 4 4 12 Bus Blockages (#/hr) 4 0 4 0 0 4 0 4 0 4 4 0 Turn Type Prot Prot NA Prot NA D.P+P NA D.P+P NA Protected Phases 5 5 2 1 6 7 4 3 8 Permitted Phases 8 4 Actuated Green, G (s) 11.5 85.0 10.0 83.5 35.0 20.2 35.0 22.0 Effective Green, g (s) 11.5 85.0 10.0 83.5 34.0 19.7 34.0 21.5 Actuated g/C Ratio 0.08 0.57 0.07 0.56 0.23 0.13 0.23 0.14 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 258 2779 219 2656 206 216 249 234 v/s Ratio Prot c0.06 0.23 0.04 c0.42 0.05 0.09 0.08 c0.11 v/s Ratio Perm 0.09 c0.11 v/c Ratio 0.79 0.40 0.54 0.75 0.60 0.67 0.88 0.78 Uniform Delay, d1 68.1 18.2 67.8 25.4 59.9 62.0 53.1 61.9 Progression Factor 0.76 1.32 1.00 1.00 1.00 1.00 0.96 1.02 Incremental Delay, d2 11.4 0.3 1.3 2.0 3.4 6.0 26.3 13.6 Delay (s) 63.4 24.4 69.0 27.4 63.2 68.0 77.4 76.8 Level of Service E C E C E E E E Approach Delay (s) 30.5 29.7 66.0 77.1 Approach LOS C C E E Intersection Summary HCM 2000 Control Delay 37.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.79 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 21.0 Intersection Capacity Utilization 86.8% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 3052: 20 Av S & S 320 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement SBR Lane Configurations Traffic Volume (vph) 133 Future 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, PHF 1.00 Adj. Flow (vph) 133 RTOR Reduction (vph) 0 Lane Group Flow (vph) 0 Confl. Peds. (#/hr) 12 Bus Blockages (#/hr) 4 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary HCM Signalized Intersection Capacity Analysis 3055: 23 Av S & S 320 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 3 117 1174 37 387 1845 215 84 182 343 413 256 Future Volume (vph) 3 117 1174 37 387 1845 215 84 182 343 413 256 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 5% -5% 1% 0% Total Lost time (s) 5.0 5.0 5.0 5.0 5.5 5.5 5.0 5.5 5.5 Lane Util. Factor 0.97 0.91 0.97 0.91 1.00 1.00 1.00 0.97 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.98 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3240 4887 3448 5088 1733 1735 1512 3392 1788 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3240 4887 3448 5088 1733 1735 1512 3392 1788 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 3 117 1174 37 387 1845 215 84 182 343 413 256 RTOR Reduction (vph) 0 0 2 0 0 8 0 0 0 35 0 0 Lane Group Flow (vph) 0 120 1209 0 387 2052 0 84 182 308 413 256 Confl. Peds. (#/hr) 25 25 25 10 10 17 17 4 Bus Blockages (#/hr) 4 16 6 10 10 4 16 4 16 6 6 10 Turn Type Prot Prot NA Prot NA Prot NA pm+ov Prot NA Protected Phases 7 7 4 3 8 5 2 3 1 6 Permitted Phases 2 Actuated Green, G (s) 9.3 62.5 23.3 76.5 15.8 24.4 47.7 19.8 28.4 Effective Green, g (s) 9.3 62.5 23.3 76.5 15.3 23.9 47.7 19.3 27.9 Actuated g/C Ratio 0.06 0.42 0.16 0.51 0.10 0.16 0.32 0.13 0.19 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 200 2036 535 2594 176 276 531 436 332 v/s Ratio Prot 0.04 0.25 c0.11 c0.40 0.05 0.10 0.09 c0.12 c0.14 v/s Ratio Perm 0.11 v/c Ratio 0.60 0.59 0.72 0.79 0.48 0.66 0.58 0.95 0.77 Uniform Delay, d1 68.5 33.9 60.3 30.2 63.6 59.2 42.8 64.8 58.0 Progression Factor 1.00 1.00 0.72 0.54 0.88 0.88 0.94 1.00 1.00 Incremental Delay, d2 3.2 1.3 2.7 1.7 0.7 4.2 1.0 29.5 9.7 Delay (s) 71.7 35.2 45.8 18.0 56.4 56.4 41.3 94.3 67.7 Level of Service E D D B E E D F E Approach Delay (s) 38.5 22.4 47.9 78.5 Approach LOS D C D E Intersection Summary HCM 2000 Control Delay 38.3 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.84 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 21.0 Intersection Capacity Utilization 92.4% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 3055: 23 Av S & S 320 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement SBR Lane Configurations Traffic Volume (vph) 139 Future Volume (vph) 139 Ideal Flow (vphpl) 1900 Grade (%) Total Lost time (s) 6.0 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) 1532 Flt Permitted 1.00 Satd. Flow (perm) 1532 Peak-hour factor, PHF 1.00 Adj. Flow (vph) 139 RTOR Reduction (vph) 101 Lane Group Flow (vph) 38 Confl. Peds. (#/hr) 4 Bus Blockages (#/hr) 4 Turn Type Perm Protected Phases Permitted Phases 6 Actuated Green, G (s) 28.4 Effective Green, g (s) 27.4 Actuated g/C Ratio 0.18 Clearance Time (s) 5.0 Vehicle Extension (s) 2.0 Lane Grp Cap (vph) 279 v/s Ratio Prot v/s Ratio Perm 0.02 v/c Ratio 0.13 Uniform Delay, d1 51.4 Progression Factor 1.00 Incremental Delay, d2 0.1 Delay (s) 51.4 Level of Service D Approach Delay (s) Approach LOS Intersection Summary HCM Signalized Intersection Capacity Analysis 3056: 25 Av S/Gateway Center Blvd S & S 320 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 2 44 1873 14 6 2336 245 23 2 41 154 0 Future Volume (vph) 2 44 1873 14 6 2336 245 23 2 41 154 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 2% -1% 2% -1% Total Lost time (s) 5.0 5.0 5.0 5.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.99 1.00 0.86 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1752 4987 1778 5012 1736 1560 1733 1568 Flt Permitted 0.95 1.00 0.95 1.00 0.72 1.00 0.73 1.00 Satd. Flow (perm) 1752 4987 1778 5012 1312 1560 1330 1568 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 2 44 1873 14 6 2336 245 23 2 41 154 0 RTOR Reduction (vph) 0 0 0 0 0 6 0 0 37 0 0 52 Lane Group Flow (vph) 0 46 1887 0 6 2575 0 23 6 0 154 8 Confl. Peds. (#/hr) 3 3 3 2 2 1 1 2 Bus Blockages (#/hr) 2 0 6 0 0 2 0 2 0 6 6 0 Turn Type Prot Prot NA Prot NA D.P+P NA D.P+P NA Protected Phases 5 5 2 1 6 7 4 3 8 Permitted Phases 8 4 Actuated Green, G (s) 11.0 102.5 1.2 92.7 26.3 15.6 26.3 20.4 Effective Green, g (s) 11.0 102.5 1.2 92.7 24.3 14.6 24.3 19.4 Actuated g/C Ratio 0.07 0.68 0.01 0.62 0.16 0.10 0.16 0.13 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 128 3407 14 3097 226 151 241 202 v/s Ratio Prot 0.03 c0.38 0.00 c0.51 0.00 0.00 c0.04 0.00 v/s Ratio Perm 0.01 c0.06 v/c Ratio 0.36 0.55 0.43 0.83 0.10 0.04 0.64 0.04 Uniform Delay, d1 66.1 12.1 74.1 22.5 53.6 61.3 58.9 57.1 Progression Factor 0.93 0.40 1.05 1.26 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.5 0.5 5.9 2.2 0.1 0.0 4.1 0.0 Delay (s) 61.8 5.3 83.6 30.5 53.7 61.4 63.0 57.2 Level of Service E A F C D E E E Approach Delay (s) 6.7 30.7 58.7 61.3 Approach LOS A C E E Intersection Summary HCM 2000 Control Delay 22.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.78 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 22.0 Intersection Capacity Utilization 75.7% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 3056: 25 Av S/Gateway Center Blvd S & S 320 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement SBR Lane Configurations Traffic Volume (vph) 60 Future Volume (vph) 60 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, PHF 1.00 Adj. Flow (vph) 60 RTOR Reduction (vph) 0 Lane Group Flow (vph) 0 Confl. Peds. (#/hr) 2 Bus Blockages (#/hr) 2 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary HCM Signalized Intersection Capacity Analysis 3057: I-5 SB Ramp & S 320 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 1744 444 199 1529 0 0 0 0 656 5 1061 Future Volume (vph) 0 1744 444 199 1529 0 0 0 0 656 5 1061 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 1% 0% 2% 2% Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 0.91 1.00 1.00 0.91 0.95 0.95 0.76 Frpb, ped/bikes 1.00 0.97 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.85 Flt Protected 1.00 1.00 0.95 1.00 0.95 0.95 1.00 Satd. Flow (prot) 5046 1507 1741 5072 1651 1670 3564 Flt Permitted 1.00 1.00 0.06 1.00 0.95 0.95 1.00 Satd. Flow (perm) 5046 1507 108 5072 1651 1670 3564 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 0 1744 444 199 1529 0 0 0 0 656 5 1061 RTOR Reduction (vph) 0 0 181 0 0 0 0 0 0 0 0 32 Lane Group Flow (vph) 0 1744 263 199 1529 0 0 0 0 328 333 1029 Confl. Peds. (#/hr) 2 2 5 5 Bus Blockages (#/hr) 0 2 4 4 2 0 2 0 2 2 0 2 Turn Type NA Perm D.P+P NA Split NA custom Protected Phases 2 1 6 4 4 4 5 Permitted Phases 2 2 Actuated Green, G (s) 68.1 68.1 91.1 83.5 43.9 43.9 56.5 Effective Green, g (s) 68.1 68.1 91.1 83.5 43.9 43.9 56.5 Actuated g/C Ratio 0.45 0.45 0.61 0.56 0.29 0.29 0.38 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 2290 684 315 2823 483 488 1342 v/s Ratio Prot c0.35 c0.10 0.30 0.20 0.20 c0.29 v/s Ratio Perm 0.17 0.29 v/c Ratio 0.76 0.38 0.63 0.54 0.68 0.68 0.77 Uniform Delay, d1 34.2 27.1 45.5 21.1 46.8 46.9 41.0 Progression Factor 0.96 1.86 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.2 1.4 3.0 0.8 3.0 3.1 2.4 Delay (s) 35.0 51.7 48.5 21.9 49.8 50.0 43.4 Level of Service D D D C D D D Approach Delay (s) 38.4 24.9 0.0 45.9 Approach LOS D C A D Intersection Summary HCM 2000 Control Delay 36.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.76 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 15.0 Intersection Capacity Utilization 75.5% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 3255: 23 Av S & S 322 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 72 3 41 62 3 95 28 494 18 54 526 34 Future Volume (vph) 72 3 41 62 3 95 28 494 18 54 526 34 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% -3% 0% -2% Total Lost time (s) 6.0 6.0 6.0 6.0 5.5 5.5 5.5 5.5 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.86 1.00 0.85 1.00 0.99 1.00 0.99 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1699 1602 1712 1580 1767 3447 1779 3461 Flt Permitted 0.59 1.00 0.73 1.00 0.43 1.00 0.45 1.00 Satd. Flow (perm) 1058 1602 1312 1580 791 3447 840 3461 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 72 3 41 62 3 95 28 494 18 54 526 34 RTOR Reduction (vph) 0 37 0 0 87 0 0 1 0 0 2 0 Lane Group Flow (vph) 72 7 0 62 11 0 28 511 0 54 558 0 Confl. Peds. (#/hr)6 6 2 2 7 7 Bus Blockages (#/hr) 10 0 10 10 0 10 0 10 0 0 10 0 Turn Type D.P+P NA D.P+P NA D.P+P NA D.P+P NA Protected Phases 3 8 7 4 1 6 5 2 Permitted Phases 4 8 2 6 Actuated Green, G (s) 23.8 15.9 23.8 13.9 106.2 101.3 106.2 102.8 Effective Green, g (s) 21.8 14.9 21.8 12.9 105.2 100.8 105.2 102.3 Actuated g/C Ratio 0.15 0.10 0.15 0.09 0.70 0.67 0.70 0.68 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 191 159 209 135 573 2316 616 2360 v/s Ratio Prot c0.02 0.00 0.01 0.01 0.00 0.15 c0.00 c0.16 v/s Ratio Perm c0.03 0.03 0.03 0.06 v/c Ratio 0.38 0.04 0.30 0.08 0.05 0.22 0.09 0.24 Uniform Delay, d1 57.2 61.1 56.8 63.1 6.8 9.5 6.9 9.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.23 0.43 Incremental Delay, d2 0.5 0.0 0.3 0.1 0.0 0.2 0.0 0.2 Delay (s) 57.7 61.2 57.1 63.2 6.9 9.7 1.6 4.1 Level of Service E E E E A A A A Approach Delay (s) 59.0 60.8 9.5 3.9 Approach LOS E E A A Intersection Summary HCM 2000 Control Delay 16.9 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.26 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 23.0 Intersection Capacity Utilization 47.9% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 3348: 13 Pl S/11 Pl S & S 324 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement SEL SET NWT NWR SWL SWR Lane Configurations Traffic Volume (vph) 137 183 173 249 227 206 Future Volume (vph) 137 183 173 249 227 206 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width 12 12 12 12 12 11 Grade (%) -2% 1% 2% Total Lost time (s) 5.5 5.5 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.97 1.00 1.00 Flpb, ped/bikes 0.99 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.85 1.00 0.85 Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1753 1866 1853 1512 1738 1510 Flt Permitted 0.65 1.00 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1190 1866 1853 1512 1738 1510 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 137 183 173 249 227 206 RTOR Reduction (vph) 0 0 0 99 0 157 Lane Group Flow (vph) 137 183 173 150 227 49 Confl. Peds. (#/hr) 6 3 Confl. Bikes (#/hr)1 1 Bus Blockages (#/hr) 2 2 0 2 2 0 Turn Type D.P+P NA NA Perm custom pt+ov Protected Phases 1 6 2 3 3 1 Permitted Phases 2 2 4 4 Actuated Green, G (s) 99.7 104.7 91.1 91.1 30.3 38.9 Effective Green, g (s) 98.7 104.2 90.1 90.1 28.3 35.9 Actuated g/C Ratio 0.66 0.69 0.60 0.60 0.19 0.24 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 813 1296 1113 908 397 482 v/s Ratio Prot 0.01 c0.10 0.09 c0.09 0.02 v/s Ratio Perm c0.10 0.10 0.04 0.01 v/c Ratio 0.17 0.14 0.16 0.16 0.57 0.10 Uniform Delay, d1 9.5 7.8 13.2 13.3 56.8 44.5 Progression Factor 0.22 0.20 1.00 1.00 0.70 1.72 Incremental Delay, d2 0.0 0.2 0.3 0.4 0.9 0.0 Delay (s) 2.1 1.8 13.5 13.7 40.6 76.4 Level of Service A A B B D E Approach Delay (s) 1.9 13.6 57.6 Approach LOS A B E Intersection Summary HCM 2000 Control Delay 26.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.29 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 23.0 Intersection Capacity Utilization 50.6% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 3350: Pacific Hwy S & S 324 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (vph) 137 225 149 402 213 23 75 161 1047 266 29 105 Future Volume (vph) 137 225 149 402 213 23 75 161 1047 266 29 105 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) -1% 1% 0% Total Lost time (s) 5.5 5.5 5.5 5.5 5.5 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 0.91 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 1.00 0.99 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.99 1.00 0.97 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 Satd. Flow (prot) 1778 1812 1502 3375 1806 1755 4883 1713 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 Satd. Flow (perm) 1778 1812 1502 3375 1806 1755 4883 1713 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 137 225 149 402 213 23 75 161 1047 266 29 105 RTOR Reduction (vph) 0 0 123 0 2 0 0 0 25 0 0 0 Lane Group Flow (vph) 137 225 26 402 234 0 0 236 1288 0 0 134 Confl. Peds. (#/hr) 16 16 16 16 9 9 9 8 8 Bus Blockages (#/hr) 0 8 6 6 2 0 6 2 0 8 0 8 Turn Type Prot NA Perm Prot NA Prot Prot NA Prot Prot Protected Phases 7 4 3 8 5 5 2 1 1 Permitted Phases 4 Actuated Green, G (s) 15.4 25.2 25.2 20.6 30.4 23.3 68.7 15.5 Effective Green, g (s) 14.9 24.7 24.7 20.1 29.9 23.3 68.7 15.5 Actuated g/C Ratio 0.10 0.16 0.16 0.13 0.20 0.16 0.46 0.10 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 176 298 247 452 359 272 2236 177 v/s Ratio Prot 0.08 c0.12 c0.12 c0.13 c0.13 0.26 0.08 v/s Ratio Perm 0.02 v/c Ratio 0.78 0.76 0.11 0.89 0.65 0.87 0.58 0.76 Uniform Delay, d1 65.9 59.8 53.3 63.9 55.2 61.8 29.9 65.4 Progression Factor 1.06 0.88 0.51 1.00 1.00 1.41 0.58 0.76 Incremental Delay, d2 17.6 9.2 0.1 18.3 3.2 22.3 1.0 12.1 Delay (s) 87.8 62.1 27.0 82.2 58.4 109.8 18.4 61.9 Level of Service F E C F E F B E Approach Delay (s) 58.7 73.4 32.3 Approach LOS E E C Intersection Summary HCM 2000 Control Delay 45.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.75 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 21.0 Intersection Capacity Utilization 87.3% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 3350: Pacific Hwy S & S 324 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement SBT SBR Lane Configurations Traffic Volume (vph) 1231 121 Future Volume (vph) 1231 121 Ideal Flow (vphpl) 1900 1900 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) 4957 Flt Permitted 1.00 Satd. Flow (perm) 4957 Peak-hour factor, PHF 1.00 1.00 Adj. Flow (vph) 1231 121 RTOR Reduction (vph) 7 0 Lane Group Flow (vph) 1345 0 Confl. Peds. (#/hr) 8 Bus Blockages (#/hr) 6 2 Turn Type NA Protected Phases 6 Permitted Phases Actuated Green, G (s) 60.9 Effective Green, g (s) 60.9 Actuated g/C Ratio 0.41 Clearance Time (s) 5.0 Vehicle Extension (s) 2.0 Lane Grp Cap (vph) 2012 v/s Ratio Prot c0.27 v/s Ratio Perm v/c Ratio 0.67 Uniform Delay, d1 36.3 Progression Factor 1.09 Incremental Delay, d2 1.4 Delay (s) 41.1 Level of Service D Approach Delay (s) 42.9 Approach LOS D Intersection Summary HCM Signalized Intersection Capacity Analysis 251: Pacific Hwy S & S 276 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (vph) 50 4 97 41 4 20 19 56 1095 10 32 15 Future Volume (vph) 50 4 97 41 4 20 19 56 1095 10 32 15 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 14 12 12 14 12 12 12 12 12 12 12 Grade (%) 0% 0% -2% Total Lost time (s) 5.0 5.0 6.0 6.0 5.0 4.5 4.5 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.91 1.00 Frpb, ped/bikes 1.00 0.97 1.00 0.98 1.00 1.00 1.00 Flpb, ped/bikes 0.99 1.00 0.98 1.00 1.00 1.00 1.00 Frt 1.00 0.86 1.00 0.88 1.00 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 Satd. Flow (prot) 1701 1630 1680 1695 1787 5084 1723 Flt Permitted 0.74 1.00 0.57 1.00 0.95 1.00 0.23 Satd. Flow (perm) 1328 1630 1008 1695 1787 5084 422 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 50 4 97 41 4 20 19 56 1095 10 32 15 RTOR Reduction (vph) 0 43 0 0 18 0 0 0 0 0 0 0 Lane Group Flow (vph) 50 58 0 41 6 0 0 75 1105 0 0 47 Confl. Peds. (#/hr) 11 11 13 13 18 18 18 17 17 Confl. Bikes (#/hr) 2 2 Bus Blockages (#/hr) 6 3 9 9 0 6 9 0 6 3 6 3 Turn Type Perm NA Perm NA Prot Prot NA D.P+P D.P+P Protected Phases 4 8 5 5 2 1 1 Permitted Phases 4 8 2 2 Actuated Green, G (s) 17.4 17.4 17.4 17.4 9.9 113.0 117.6 Effective Green, g (s) 17.4 17.4 16.4 16.4 9.9 113.5 118.6 Actuated g/C Ratio 0.12 0.12 0.11 0.11 0.07 0.76 0.79 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 154 189 110 185 117 3846 377 v/s Ratio Prot 0.04 0.00 c0.04 0.22 0.00 v/s Ratio Perm 0.04 c0.04 0.09 v/c Ratio 0.32 0.31 0.37 0.03 0.64 0.29 0.12 Uniform Delay, d1 60.9 60.8 62.0 59.7 68.3 5.7 3.5 Progression Factor 1.00 1.00 1.00 1.00 0.80 1.81 1.00 Incremental Delay, d2 0.4 0.3 0.8 0.0 7.6 0.2 0.1 Delay (s) 61.4 61.1 62.8 59.7 62.5 10.5 3.6 Level of Service E E E E E B A Approach Delay (s) 61.2 61.7 13.8 Approach LOS E E B Intersection Summary HCM 2000 Control Delay 15.6 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.64 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 15.5 Intersection Capacity Utilization 79.6% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 251: Pacific Hwy S & S 276 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement SBT SBR Lane Configurations Traffic Volume (vph) 2353 82 Future Volume (vph) 2353 82 Ideal Flow (vphpl) 1900 1900 Lane Width 12 12 Grade (%) 2% Total Lost time (s) 4.5 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) 4931 Flt Permitted 1.00 Satd. Flow (perm) 4931 Peak-hour factor, PHF 1.00 1.00 Adj. Flow (vph) 2353 82 RTOR Reduction (vph) 2 0 Lane Group Flow (vph) 2433 0 Confl. Peds. (#/hr) 17 Confl. Bikes (#/hr) 3 Bus Blockages (#/hr) 9 0 Turn Type NA Protected Phases 6 Permitted Phases Actuated Green, G (s) 107.7 Effective Green, g (s) 108.2 Actuated g/C Ratio 0.72 Clearance Time (s) 5.0 Vehicle Extension (s) 2.0 Lane Grp Cap (vph) 3556 v/s Ratio Prot c0.49 v/s Ratio Perm v/c Ratio 0.68 Uniform Delay, d1 11.5 Progression Factor 1.00 Incremental Delay, d2 1.1 Delay (s) 12.6 Level of Service B Approach Delay (s) 12.4 Approach LOS B Intersection Summary HCM Signalized Intersection Capacity Analysis 458: Military Rd S & S Star Lake Rd Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement NBL NBT SBT SBR SEL SER Lane Configurations Traffic Volume (vph) 61 491 1031 104 56 106 Future Volume (vph) 61 491 1031 104 56 106 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width 12 11 11 12 12 12 Grade (%) -5% 1% -2% Total Lost time (s) 5.0 5.0 5.0 5.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.99 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1807 1846 1752 1787 1586 Flt Permitted 0.17 1.00 1.00 0.95 1.00 Satd. Flow (perm) 320 1846 1752 1787 1586 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 61 491 1031 104 56 106 RTOR Reduction (vph) 0 0 1 0 0 100 Lane Group Flow (vph) 61 491 1134 0 56 6 Confl. Peds. (#/hr) 3 Confl. Bikes (#/hr)1 Bus Blockages (#/hr) 1 0 2 1 0 2 Turn Type D.P+P NA NA Prot Perm Protected Phases 5 2 6 4 Permitted Phases 6 4 Actuated Green, G (s) 125.1 130.1 121.1 9.9 9.9 Effective Green, g (s) 125.1 130.1 121.1 9.9 8.9 Actuated g/C Ratio 0.83 0.87 0.81 0.07 0.06 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 306 1601 1414 117 94 v/s Ratio Prot 0.01 c0.27 c0.65 c0.03 v/s Ratio Perm 0.16 0.00 v/c Ratio 0.20 0.31 0.80 0.48 0.07 Uniform Delay, d1 18.2 1.8 7.9 67.6 66.6 Progression Factor 0.94 0.98 1.00 1.00 1.00 Incremental Delay, d2 0.1 0.4 4.9 1.1 0.1 Delay (s) 17.2 2.2 12.8 68.7 66.7 Level of Service B A B E E Approach Delay (s) 3.9 12.8 67.4 Approach LOS A B E Intersection Summary HCM 2000 Control Delay 14.9 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.77 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 15.0 Intersection Capacity Utilization 76.3% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 1050: Pacific Hwy S & S 288 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (vph) 33 26 11 407 27 223 34 16 1099 285 11 340 Future Volume (vph) 33 26 11 407 27 223 34 16 1099 285 11 340 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 14 12 12 11 12 12 12 12 12 12 11 Grade (%) 14% -7% -2% Total Lost time (s) 6.0 5.0 5.0 5.0 4.5 4.5 4.5 Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 0.91 0.97 Frpb, ped/bikes 1.00 1.00 1.00 0.97 1.00 0.99 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.98 1.00 1.00 0.85 1.00 0.97 1.00 Flt Protected 0.98 0.95 0.96 1.00 0.95 1.00 0.95 Satd. Flow (prot) 1761 1677 1696 1550 1787 4884 3285 Flt Permitted 0.98 0.95 0.96 1.00 0.95 1.00 0.95 Satd. Flow (perm) 1761 1677 1696 1550 1787 4884 3285 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 33 26 11 407 27 223 34 16 1099 285 11 340 RTOR Reduction (vph) 0 0 0 0 0 184 0 0 23 0 0 0 Lane Group Flow (vph) 0 70 0 216 218 39 0 50 1361 0 0 351 Confl. Peds. (#/hr) 10 10 13 13 22 22 22 18 18 Confl. Bikes (#/hr)2 1 Bus Blockages (#/hr) 6 0 9 9 0 6 9 0 6 0 6 0 Turn Type Split NA Split NA Perm Prot Prot NA Prot Prot Protected Phases 7 7 8 8 5 5 2 1 1 Permitted Phases 8 Actuated Green, G (s) 21.7 26.4 26.4 26.4 7.1 70.9 11.0 Effective Green, g (s) 20.7 26.4 26.4 26.4 7.6 71.4 11.5 Actuated g/C Ratio 0.14 0.18 0.18 0.18 0.05 0.48 0.08 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 243 295 298 272 90 2324 251 v/s Ratio Prot c0.04 c0.13 0.13 0.03 0.28 c0.11 v/s Ratio Perm 0.03 v/c Ratio 0.29 0.73 0.73 0.14 0.56 0.59 1.40 Uniform Delay, d1 58.0 58.5 58.4 52.3 69.6 28.6 69.2 Progression Factor 1.00 1.20 1.20 3.68 1.04 0.84 0.89 Incremental Delay, d2 0.2 7.7 7.6 0.1 4.0 1.0 198.4 Delay (s) 58.3 77.8 77.6 192.1 76.3 25.2 259.8 Level of Service E E E F E C F Approach Delay (s) 58.3 116.5 27.0 Approach LOS E F C Intersection Summary HCM 2000 Control Delay 71.1 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.86 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 87.7% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 1050: Pacific Hwy S & S 288 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement SBT SBR Lane Configurations Traffic Volume (vph) 2333 66 Future Volume (vph) 2333 66 Ideal Flow (vphpl) 1900 1900 Lane Width 12 12 Grade (%) 2% Total Lost time (s) 4.5 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) 4942 Flt Permitted 1.00 Satd. Flow (perm) 4942 Peak-hour factor, PHF 1.00 1.00 Adj. Flow (vph) 2333 66 RTOR Reduction (vph) 1 0 Lane Group Flow (vph) 2398 0 Confl. Peds. (#/hr) 18 Confl. Bikes (#/hr) 4 Bus Blockages (#/hr) 9 0 Turn Type NA Protected Phases 6 Permitted Phases Actuated Green, G (s) 74.8 Effective Green, g (s) 75.3 Actuated g/C Ratio 0.50 Clearance Time (s) 5.0 Vehicle Extension (s) 2.0 Lane Grp Cap (vph) 2480 v/s Ratio Prot c0.49 v/s Ratio Perm v/c Ratio 0.97 Uniform Delay, d1 36.1 Progression Factor 1.31 Incremental Delay, d2 10.4 Delay (s) 57.8 Level of Service E Approach Delay (s) 83.6 Approach LOS F Intersection Summary HCM Signalized Intersection Capacity Analysis 1051: 18 Av S & S 288 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 25 591 42 37 584 81 27 24 49 52 18 53 Future Volume (vph) 25 591 42 37 584 81 27 24 49 52 18 53 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 12 12 12 12 12 12 12 12 12 11 11 Grade (%) 2% -1% 0% 0% Total Lost time (s) 5.0 5.0 5.0 5.0 6.0 6.0 6.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 Frpb, ped/bikes 1.00 0.99 1.00 0.99 0.99 1.00 0.97 Flpb, ped/bikes 0.99 1.00 0.99 1.00 1.00 0.99 1.00 Frt 1.00 0.99 1.00 0.98 0.93 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 0.99 0.96 1.00 Satd. Flow (prot) 1727 3430 1768 3468 1692 1723 1485 Flt Permitted 0.39 1.00 0.39 1.00 0.89 0.59 1.00 Satd. Flow (perm) 706 3430 727 3468 1518 1059 1485 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 25 591 42 37 584 81 27 24 49 52 18 53 RTOR Reduction (vph) 0 2 0 0 3 0 0 29 0 0 0 48 Lane Group Flow (vph) 25 631 0 37 662 0 0 71 0 0 70 5 Confl. Peds. (#/hr) 24 24 8 8 5 5 7 7 Confl. Bikes (#/hr) 1 1 2 Turn Type D.P+P NA D.P+P NA Perm NA Perm NA Perm Protected Phases 7 4 3 8 2 6 Permitted Phases 8 4 2 6 6 Actuated Green, G (s) 119.8 104.4 119.8 116.7 15.2 15.2 15.2 Effective Green, g (s) 119.8 104.4 119.8 116.7 14.2 14.2 14.2 Actuated g/C Ratio 0.80 0.70 0.80 0.78 0.09 0.09 0.09 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 584 2387 687 2698 143 100 140 v/s Ratio Prot 0.00 c0.18 0.01 c0.19 v/s Ratio Perm 0.03 0.04 0.05 c0.07 0.00 v/c Ratio 0.04 0.26 0.05 0.25 0.50 0.70 0.04 Uniform Delay, d1 3.1 8.5 4.4 4.6 64.5 65.8 61.7 Progression Factor 0.15 0.41 1.20 1.13 1.00 1.00 1.00 Incremental Delay, d2 0.0 0.1 0.0 0.2 1.0 15.9 0.0 Delay (s) 0.5 3.5 5.3 5.4 65.5 81.7 61.7 Level of Service A A A A E F E Approach Delay (s) 3.4 5.4 65.5 73.1 Approach LOS A A E E Intersection Summary HCM 2000 Control Delay 13.6 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.31 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 49.9% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 1056: Military Rd S & S 288 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 112 392 153 175 309 117 142 314 162 280 600 199 Future Volume (vph) 112 392 153 175 309 117 142 314 162 280 600 199 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 11 12 12 11 12 12 11 11 12 11 11 Grade (%) -5% 8% 3% -3% Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 0.98 1.00 0.99 1.00 1.00 0.95 1.00 1.00 0.94 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 Frt 1.00 0.96 1.00 0.96 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1807 3279 1699 3117 1743 1767 1426 1766 1828 1463 Flt Permitted 0.95 1.00 0.95 1.00 0.10 1.00 1.00 0.37 1.00 1.00 Satd. Flow (perm) 1807 3279 1699 3117 181 1767 1426 683 1828 1463 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 112 392 153 175 309 117 142 314 162 280 600 199 RTOR Reduction (vph) 0 24 0 0 24 0 0 0 110 0 0 0 Lane Group Flow (vph) 112 521 0 175 402 0 142 314 52 280 600 199 Confl. Peds. (#/hr) 16 16 6 6 20 20 35 35 Confl. Bikes (#/hr)1 Bus Blockages (#/hr) 1 2 0 0 0 1 0 1 2 2 0 0 Turn Type Prot NA Prot NA D.P+P NA Perm D.P+P NA pm+ov Protected Phases 5 2 1 6 3 8 7 4 5 Permitted Phases 4 8 8 4 Actuated Green, G (s) 17.0 46.5 18.9 48.4 64.6 47.1 47.1 64.6 54.9 71.9 Effective Green, g (s) 17.0 46.5 18.9 48.4 64.6 47.1 47.1 64.6 54.9 71.9 Actuated g/C Ratio 0.11 0.31 0.13 0.32 0.43 0.31 0.31 0.43 0.37 0.48 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 204 1016 214 1005 178 554 447 420 669 701 v/s Ratio Prot 0.06 c0.16 c0.10 0.13 0.05 0.18 c0.08 c0.33 0.03 v/s Ratio Perm 0.29 0.04 0.21 0.10 v/c Ratio 0.55 0.51 0.82 0.40 0.80 0.57 0.12 0.67 0.90 0.28 Uniform Delay, d1 62.9 42.5 63.9 39.5 33.8 42.9 36.6 30.2 44.9 23.5 Progression Factor 0.93 0.83 1.00 1.00 1.00 1.00 1.00 1.42 1.30 1.38 Incremental Delay, d2 1.6 1.8 20.0 1.2 20.2 0.8 0.0 2.1 10.2 0.1 Delay (s) 59.8 37.2 83.8 40.7 54.0 43.7 36.7 45.0 68.7 32.6 Level of Service E D F D D D D D E C Approach Delay (s) 41.0 53.3 44.3 55.9 Approach LOS D D D E Intersection Summary HCM 2000 Control Delay 49.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.74 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 85.0% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 1648: S Dash Point Rd & 11 Pl S Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 7 352 943 68 66 21 Future Volume (vph) 7 352 943 68 66 21 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width 12 11 11 12 11 11 Grade (%) -1% 0% 6% Total Lost time (s) 5.0 5.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.96 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.85 Flt Protected 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1808 1781 1659 1419 Flt Permitted 0.98 1.00 0.95 1.00 Satd. Flow (perm) 1776 1781 1659 1419 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 7 352 943 68 66 21 RTOR Reduction (vph) 0 0 1 0 0 20 Lane Group Flow (vph) 0 359 1010 0 66 1 Confl. Peds. (#/hr) 7 1 5 5 Confl. Bikes (#/hr)1 Turn Type Perm NA NA Prot Perm Protected Phases 6 2 8 Permitted Phases 6 8 Actuated Green, G (s) 130.3 130.3 9.7 9.7 Effective Green, g (s) 130.3 130.3 8.7 8.7 Actuated g/C Ratio 0.87 0.87 0.06 0.06 Clearance Time (s) 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 1542 1547 96 82 v/s Ratio Prot c0.57 c0.04 v/s Ratio Perm 0.20 0.00 v/c Ratio 0.23 0.65 0.69 0.01 Uniform Delay, d1 1.6 3.0 69.3 66.6 Progression Factor 1.55 2.29 1.00 1.00 Incremental Delay, d2 0.4 1.2 15.1 0.0 Delay (s) 2.9 8.1 84.4 66.6 Level of Service A A F E Approach Delay (s) 2.9 8.1 80.1 Approach LOS A A F Intersection Summary HCM 2000 Control Delay 11.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.65 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 11.0 Intersection Capacity Utilization 68.4% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 1650: 16 Av S/Redondo Wy S & S Dash Point Rd Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR Lane Configurations Traffic Volume (vph) 1 11 21 45 12 5 15 402 6 24 1048 95 Future Volume (vph) 1 11 21 45 12 5 15 402 6 24 1048 95 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 11 12 12 11 12 12 11 12 12 11 12 Grade (%) -3% 10% -1% 1% Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 0.96 1.00 0.99 1.00 1.00 1.00 1.00 0.94 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 Frt 1.00 0.90 1.00 0.96 1.00 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1796 1584 1681 1622 1778 1805 1746 1792 1477 Flt Permitted 0.95 1.00 0.95 1.00 0.10 1.00 0.47 1.00 1.00 Satd. Flow (perm) 1796 1584 1681 1622 178 1805 859 1792 1477 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 1 11 21 45 12 5 15 402 6 24 1048 95 RTOR Reduction (vph) 0 18 0 0 4 0 0 0 0 0 0 32 Lane Group Flow (vph) 1 14 0 45 13 0 15 408 0 24 1048 63 Confl. Peds. (#/hr) 43 43 4 4 1 1 16 16 Confl. Bikes (#/hr) 1 1 Turn Type Prot NA Prot NA D.P+P NA D.P+P NA Perm Protected Phases 5 2 1 6 7 4 3 8 Permitted Phases 8 4 8 Actuated Green, G (s) 1.0 18.9 10.0 27.9 101.1 97.6 101.1 98.9 98.9 Effective Green, g (s) 1.0 18.9 10.0 27.9 101.1 97.6 101.1 98.9 98.9 Actuated g/C Ratio 0.01 0.13 0.07 0.19 0.67 0.65 0.67 0.66 0.66 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 11 199 112 301 143 1174 599 1181 973 v/s Ratio Prot 0.00 c0.01 c0.03 0.01 c0.00 0.23 0.00 c0.58 v/s Ratio Perm 0.07 0.03 0.04 v/c Ratio 0.09 0.07 0.40 0.04 0.10 0.35 0.04 0.89 0.06 Uniform Delay, d1 74.0 57.8 67.1 50.1 23.1 11.8 8.4 21.0 9.1 Progression Factor 1.00 1.00 1.00 1.00 0.62 0.82 0.91 1.00 1.04 Incremental Delay, d2 1.3 0.1 0.9 0.0 0.1 0.8 0.0 6.8 0.1 Delay (s) 75.4 57.8 68.0 50.1 14.4 10.4 7.7 27.7 9.5 Level of Service E E E D B B A C A Approach Delay (s) 58.4 63.1 10.6 25.8 Approach LOS E E B C Intersection Summary HCM 2000 Control Delay 24.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.72 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 91.1% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 1651: Pacific Hwy S & S Dash Point Rd Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBR NBU NBL NBT SBU SBT SBR Lane Configurations Traffic Volume (vph) 383 96 22 186 1032 31 1741 1001 Future Volume (vph) 383 96 22 186 1032 31 1741 1001 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 11 12 12 12 12 12 12 12 Grade (%) 0% 0% -1% Total Lost time (s) 5.0 5.0 5.0 4.5 5.0 4.5 5.0 Lane Util. Factor 0.97 1.00 1.00 0.91 1.00 0.91 1.00 Frpb, ped/bikes 1.00 0.97 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3279 1488 1770 5045 1736 5049 1579 Flt Permitted 0.95 1.00 0.95 1.00 0.23 1.00 1.00 Satd. Flow (perm) 3279 1488 1770 5045 422 5049 1579 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 383 96 22 186 1032 31 1741 1001 RTOR Reduction (vph) 0 70 0 0 0 0 0 44 Lane Group Flow (vph) 383 26 0 208 1032 31 1741 957 Confl. Peds. (#/hr) 11 11 21 21 Confl. Bikes (#/hr)1 Bus Blockages (#/hr) 6 9 9 0 6 6 9 0 Turn Type Prot Perm Prot Prot NA D.P+P NA pm+ov Protected Phases 4 5 5 2 1 6 4 Permitted Phases 4 2 6 Actuated Green, G (s) 40.0 40.0 20.5 89.0 95.0 74.5 114.5 Effective Green, g (s) 40.0 40.0 20.5 89.5 95.0 75.0 114.5 Actuated g/C Ratio 0.27 0.27 0.14 0.60 0.63 0.50 0.76 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 874 396 241 3010 319 2524 1257 v/s Ratio Prot 0.12 c0.12 0.20 0.00 0.34 c0.20 v/s Ratio Perm 0.02 0.06 0.40 v/c Ratio 0.44 0.06 0.86 0.34 0.10 0.69 0.76 Uniform Delay, d1 45.7 41.0 63.4 15.3 15.8 28.6 10.0 Progression Factor 0.62 0.37 1.17 1.03 1.10 0.83 2.09 Incremental Delay, d2 0.1 0.0 23.4 0.3 0.0 0.7 1.1 Delay (s) 28.4 15.2 97.5 16.1 17.5 24.4 22.1 Level of Service C B F B B C C Approach Delay (s) 25.7 29.7 23.5 Approach LOS C C C Intersection Summary HCM 2000 Control Delay 25.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.80 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 14.5 Intersection Capacity Utilization 81.8% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 1935: 8 Av SW & SW Dash Point Rd Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 22 426 6 16 893 33 5 2 11 15 2 24 Future Volume (vph) 22 426 6 16 893 33 5 2 11 15 2 24 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 11 12 12 11 12 12 14 12 12 14 12 Grade (%) 3% -2% -2% 1% Total Lost time (s) 3.0 5.0 3.0 5.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.98 0.97 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.99 0.92 0.92 Flt Protected 0.95 1.00 0.95 1.00 0.99 0.98 Satd. Flow (prot) 1743 1741 1787 1809 1782 1738 Flt Permitted 0.95 1.00 0.95 1.00 0.99 0.98 Satd. Flow (perm) 1743 1741 1787 1809 1782 1738 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 22 426 6 16 893 33 5 2 11 15 2 24 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 0 0 Lane Group Flow (vph) 22 432 0 16 926 0 0 18 0 0 41 0 Confl. Peds. (#/hr) 1 1 3 Confl. Bikes (#/hr)1 Bus Blockages (#/hr) 0 4 0 0 0 0 0 0 4 4 0 0 Turn Type Prot NA Prot NA Split NA Split NA Protected Phases 5 2 1 6 4 4 3 3 Permitted Phases Actuated Green, G (s) 7.3 116.1 2.9 111.7 4.1 6.9 Effective Green, g (s) 9.3 116.1 4.9 111.7 5.1 7.9 Actuated g/C Ratio 0.06 0.77 0.03 0.74 0.03 0.05 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 108 1347 58 1347 60 91 v/s Ratio Prot 0.01 c0.25 0.01 c0.51 c0.01 c0.02 v/s Ratio Perm v/c Ratio 0.20 0.32 0.28 0.69 0.30 0.45 Uniform Delay, d1 66.8 5.1 70.8 10.0 70.7 68.9 Progression Factor 1.09 0.68 0.92 1.47 1.00 1.00 Incremental Delay, d2 0.3 0.6 0.9 2.6 1.0 1.3 Delay (s) 73.3 4.1 65.7 17.3 71.7 70.2 Level of Service E A E B E E Approach Delay (s) 7.4 18.2 71.7 70.2 Approach LOS A B E E Intersection Summary HCM 2000 Control Delay 16.9 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.63 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 60.7% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 2051: Pacific Hwy S & S 304 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (vph) 18 31 48 178 59 75 36 55 1219 176 4 86 Future Volume (vph) 18 31 48 178 59 75 36 55 1219 176 4 86 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 11 11 12 11 12 12 12 12 12 12 12 Grade (%) -4% 5% -1% Total Lost time (s) 6.0 6.0 6.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.91 1.00 Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 0.97 1.00 0.98 1.00 Flt Protected 0.98 1.00 0.97 0.95 1.00 0.95 Satd. Flow (prot) 1803 1485 1640 1778 4958 1752 Flt Permitted 0.85 1.00 0.80 0.07 1.00 0.14 Satd. Flow (perm) 1553 1485 1342 138 4958 263 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 18 31 48 178 59 75 36 55 1219 176 4 86 RTOR Reduction (vph) 0 0 36 0 9 0 0 0 10 0 0 0 Lane Group Flow (vph) 0 49 12 0 303 0 0 91 1385 0 0 90 Confl. Peds. (#/hr) 1 1 4 4 1 1 1 4 4 Bus Blockages (#/hr) 6 0 9 9 0 6 9 0 6 0 6 0 Turn Type Perm NA Perm Perm NA D.P+P D.P+P NA D.P+P D.P+P Protected Phases 4 8 5 5 2 1 1 Permitted Phases 4 4 8 6 6 2 2 Actuated Green, G (s) 38.6 38.6 38.6 96.4 89.2 96.4 Effective Green, g (s) 37.6 37.6 37.6 96.4 89.2 96.4 Actuated g/C Ratio 0.25 0.25 0.25 0.64 0.59 0.64 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 389 372 336 219 2948 240 v/s Ratio Prot 0.03 c0.28 0.02 v/s Ratio Perm 0.03 0.01 c0.23 0.23 0.22 v/c Ratio 0.13 0.03 0.90 0.42 0.47 0.38 Uniform Delay, d1 43.5 42.5 54.4 39.8 17.1 11.8 Progression Factor 1.00 1.00 1.00 1.60 1.76 1.94 Incremental Delay, d2 0.1 0.0 25.6 0.4 0.5 0.3 Delay (s) 43.5 42.5 80.0 64.2 30.6 23.1 Level of Service D D E E C C Approach Delay (s) 43.0 80.0 32.7 Approach LOS D E C Intersection Summary HCM 2000 Control Delay 38.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.71 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 81.6% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 2051: Pacific Hwy S & S 304 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement SBT SBR Lane Configurations Traffic Volume (vph) 1736 50 Future Volume (vph) 1736 50 Ideal Flow (vphpl) 1900 1900 Lane Width 12 12 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) 4948 Flt Permitted 1.00 Satd. Flow (perm) 4948 Peak-hour factor, PHF 1.00 1.00 Adj. Flow (vph) 1736 50 RTOR Reduction (vph) 2 0 Lane Group Flow (vph) 1784 0 Confl. Peds. (#/hr) 4 Bus Blockages (#/hr) 9 0 Turn Type NA Protected Phases 6 Permitted Phases Actuated Green, G (s) 84.4 Effective Green, g (s) 84.4 Actuated g/C Ratio 0.56 Clearance Time (s) 5.0 Vehicle Extension (s) 2.0 Lane Grp Cap (vph) 2784 v/s Ratio Prot c0.36 v/s Ratio Perm v/c Ratio 0.64 Uniform Delay, d1 22.4 Progression Factor 1.62 Incremental Delay, d2 0.9 Delay (s) 37.1 Level of Service D Approach Delay (s) 36.4 Approach LOS D Intersection Summary HCM Signalized Intersection Capacity Analysis 2058: Military Rd S & S 304 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 296 1 269 0 1 0 294 302 0 0 467 354 Future Volume (vph) 296 1 269 0 1 0 294 302 0 0 467 354 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 11 12 12 11 12 12 11 12 12 11 12 Grade (%) -1% 4% 5% -4% Total Lost time (s) 5.5 5.5 6.0 5.0 5.0 5.0 5.5 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 1.00 Satd. Flow (prot) 1778 1539 1751 1712 1756 1829 1615 Flt Permitted 0.95 1.00 1.00 0.37 1.00 1.00 1.00 Satd. Flow (perm) 1778 1539 1751 664 1756 1829 1615 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 296 1 269 0 1 0 294 302 0 0 467 354 RTOR Reduction (vph) 0 219 0 0 0 0 0 0 0 0 0 104 Lane Group Flow (vph) 296 51 0 0 1 0 294 302 0 0 467 250 Confl. Peds. (#/hr)1 1 4 4 Bus Blockages (#/hr) 0 0 1 0 2 0 2 0 0 0 1 0 Turn Type Split NA NA D.P+P NA D.P+P NA pm+ov Protected Phases 4 4 8 8 5 2 1 6 4 Permitted Phases 6 2 6 Actuated Green, G (s) 28.6 28.6 7.6 93.8 98.8 78.5 107.1 Effective Green, g (s) 28.1 28.1 6.6 93.8 98.8 78.5 106.1 Actuated g/C Ratio 0.19 0.19 0.04 0.63 0.66 0.52 0.71 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 333 288 77 522 1156 957 1201 v/s Ratio Prot c0.17 0.03 c0.00 c0.06 0.17 0.26 0.04 v/s Ratio Perm c0.29 0.12 v/c Ratio 0.89 0.18 0.01 0.56 0.26 0.49 0.21 Uniform Delay, d1 59.4 51.2 68.6 14.7 10.6 22.9 7.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 23.2 0.1 0.0 0.8 0.5 1.8 0.0 Delay (s) 82.6 51.4 68.6 15.5 11.1 24.7 7.6 Level of Service F D E B B C A Approach Delay (s) 67.7 68.6 13.3 17.3 Approach LOS E E B B Intersection Summary HCM 2000 Control Delay 30.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.61 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 21.5 Intersection Capacity Utilization 76.8% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 2250: Pacific Hwy S & S 308 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (vph) 90 17 31 34 22 113 43 68 1266 29 45 103 Future Volume (vph) 90 17 31 34 22 113 43 68 1266 29 45 103 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 14 12 12 14 12 12 12 12 12 12 12 Grade (%) 4% 2% 1% Total Lost time (s) 6.0 6.0 6.0 6.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.91 1.00 Frpb, ped/bikes 1.00 0.98 1.00 0.97 1.00 1.00 1.00 Flpb, ped/bikes 0.99 1.00 0.98 1.00 1.00 1.00 1.00 Frt 1.00 0.90 1.00 0.87 1.00 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 Satd. Flow (prot) 1682 1725 1642 1661 1761 4994 1774 Flt Permitted 0.47 1.00 0.73 1.00 0.95 1.00 0.16 Satd. Flow (perm) 829 1725 1254 1661 1761 4994 306 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 90 17 31 34 22 113 43 68 1266 29 45 103 RTOR Reduction (vph) 0 27 0 0 100 0 0 0 1 0 0 0 Lane Group Flow (vph) 90 21 0 34 35 0 0 111 1294 0 0 148 Confl. Peds. (#/hr) 13 13 21 21 14 14 14 30 30 Bus Blockages (#/hr) 6 0 11 11 0 6 11 0 6 0 6 0 Turn Type D.P+P NA D.P+P NA Prot Prot NA D.P+P D.P+P Protected Phases 7 4 3 8 5 5 2 1 1 Permitted Phases 8 4 2 2 Actuated Green, G (s) 26.4 20.3 26.4 17.1 13.2 89.6 103.6 Effective Green, g (s) 24.4 19.3 24.4 16.1 13.2 89.6 103.6 Actuated g/C Ratio 0.16 0.13 0.16 0.11 0.09 0.60 0.69 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 182 221 217 178 154 2983 348 v/s Ratio Prot c0.03 0.01 0.01 0.02 c0.06 0.26 0.04 v/s Ratio Perm c0.05 c0.02 0.25 v/c Ratio 0.49 0.09 0.16 0.20 0.72 0.43 0.43 Uniform Delay, d1 55.6 57.6 53.7 61.1 66.6 16.4 21.8 Progression Factor 1.00 1.00 1.00 1.00 0.76 1.22 1.95 Incremental Delay, d2 0.8 0.1 0.1 0.2 11.7 0.4 0.2 Delay (s) 56.4 57.7 53.8 61.3 62.0 20.4 42.9 Level of Service E E D E E C D Approach Delay (s) 56.9 59.8 23.7 Approach LOS E E C Intersection Summary HCM 2000 Control Delay 32.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.60 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 22.0 Intersection Capacity Utilization 83.6% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 2250: Pacific Hwy S & S 308 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement SBT SBR Lane Configurations Traffic Volume (vph) 1669 151 Future Volume (vph) 1669 151 Ideal Flow (vphpl) 1900 1900 Lane Width 12 12 Grade (%) -1% 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) 4917 Flt Permitted 1.00 Satd. Flow (perm) 4917 Peak-hour factor, PHF 1.00 1.00 Adj. Flow (vph) 1669 151 RTOR Reduction (vph) 5 0 Lane Group Flow (vph) 1815 0 Confl. Peds. (#/hr) 30 Bus Blockages (#/hr) 11 0 Turn Type NA Protected Phases 6 Permitted Phases Actuated Green, G (s) 90.4 Effective Green, g (s) 90.4 Actuated g/C Ratio 0.60 Clearance Time (s) 5.0 Vehicle Extension (s) 2.0 Lane Grp Cap (vph) 2963 v/s Ratio Prot c0.37 v/s Ratio Perm v/c Ratio 0.61 Uniform Delay, d1 18.8 Progression Factor 1.75 Incremental Delay, d2 0.7 Delay (s) 33.6 Level of Service C Approach Delay (s) 34.3 Approach LOS C Intersection Summary HCM Signalized Intersection Capacity Analysis 2259: Military Rd S & 31 Av S Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 179 502 462 157 65 166 Future Volume (vph) 179 502 462 157 65 166 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.99 0.96 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.97 0.90 Flt Protected 0.95 1.00 1.00 0.99 Satd. Flow (prot) 1763 1863 1760 1594 Flt Permitted 0.31 1.00 1.00 0.99 Satd. Flow (perm) 581 1863 1760 1594 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 179 502 462 157 65 166 RTOR Reduction (vph) 0 0 5 0 76 0 Lane Group Flow (vph) 179 502 614 0 155 0 Confl. Peds. (#/hr) 10 10 10 10 Bus Blockages (#/hr) 1 0 2 1 0 2 Turn Type pm+pt NA NA Prot Protected Phases 5 2 6 4 Permitted Phases 2 Actuated Green, G (s) 56.0 56.0 43.2 11.8 Effective Green, g (s) 56.0 56.0 43.2 11.8 Actuated g/C Ratio 0.72 0.72 0.56 0.15 Clearance Time (s) 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 536 1340 977 241 v/s Ratio Prot 0.03 c0.27 c0.35 c0.10 v/s Ratio Perm 0.21 v/c Ratio 0.33 0.37 0.63 0.65 Uniform Delay, d1 10.1 4.2 11.8 31.0 Progression Factor 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.1 0.1 0.9 4.4 Delay (s) 10.2 4.2 12.7 35.4 Level of Service B A B D Approach Delay (s) 5.8 12.7 35.4 Approach LOS A B D Intersection Summary HCM 2000 Control Delay 13.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.61 Actuated Cycle Length (s) 77.8 Sum of lost time (s) 15.0 Intersection Capacity Utilization 71.1% ICU Level of Service C Analysis Period (min) 15 Description: 2008 or before c Critical Lane Group HCM Signalized Intersection Capacity Analysis 2530: SW Dash Point Rd & SW 312 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT EBR WBL WBT WBR NEL NET NER SWL SWT SWR Lane Configurations Traffic Volume (vph) 39 87 97 283 117 60 89 361 164 63 846 36 Future Volume (vph) 39 87 97 283 117 60 89 361 164 63 846 36 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 11 12 12 11 12 12 11 12 11 11 12 Grade (%) 2% -5% 4% -5% Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.89 1.00 1.00 0.95 1.00 1.00 0.86 1.00 1.00 0.77 Flpb, ped/bikes 0.94 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 0.97 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1625 1783 1399 1790 1846 1513 1734 1736 1328 1703 1846 1243 Flt Permitted 0.62 1.00 1.00 0.68 1.00 1.00 0.12 1.00 1.00 0.47 1.00 1.00 Satd. Flow (perm) 1061 1783 1399 1284 1846 1513 222 1736 1328 849 1846 1243 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 39 87 97 283 117 60 89 361 164 63 846 36 RTOR Reduction (vph) 0 0 75 0 0 46 0 0 71 0 0 16 Lane Group Flow (vph) 39 87 22 283 117 14 89 361 93 63 846 20 Confl. Peds. (#/hr) 31 31 8 8 27 27 35 35 Confl. Bikes (#/hr)1 Bus Blockages (#/hr) 4 0 0 0 0 4 0 4 0 0 0 0 Turn Type D.P+P NA Perm D.P+P NA Perm D.P+P NA Perm D.P+P NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 8 4 4 8 6 2 2 6 Actuated Green, G (s) 39.9 33.6 33.6 39.9 34.1 34.1 90.1 85.3 85.3 90.1 83.3 83.3 Effective Green, g (s) 39.9 33.6 33.6 39.9 34.1 34.1 90.1 85.3 85.3 90.1 83.3 83.3 Actuated g/C Ratio 0.27 0.22 0.22 0.27 0.23 0.23 0.60 0.57 0.57 0.60 0.56 0.56 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 304 399 313 362 419 343 201 987 755 537 1025 690 v/s Ratio Prot 0.00 0.05 c0.03 0.06 c0.02 0.21 0.00 c0.46 v/s Ratio Perm 0.03 0.02 c0.17 0.01 0.24 0.07 0.07 0.02 v/c Ratio 0.13 0.22 0.07 0.78 0.28 0.04 0.44 0.37 0.12 0.12 0.83 0.03 Uniform Delay, d1 41.4 47.5 45.9 52.3 47.8 45.2 50.4 17.6 15.0 18.0 27.4 15.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.43 0.75 1.00 Incremental Delay, d2 0.1 0.1 0.0 9.7 0.1 0.0 0.6 1.0 0.3 0.0 6.6 0.1 Delay (s) 41.5 47.6 45.9 62.0 47.9 45.2 51.0 18.7 15.3 7.9 27.0 15.1 Level of Service D D D E D D D B B A C B Approach Delay (s) 45.8 56.2 22.5 25.3 Approach LOS D E C C Intersection Summary HCM 2000 Control Delay 32.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.79 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 89.8% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 2540: 1 Av S & SW 312 St/S 312 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 36 267 91 255 467 123 153 303 170 86 316 52 Future Volume (vph) 36 267 91 255 467 123 153 303 170 86 316 52 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 11 12 12 11 12 12 11 12 12 12 12 Grade (%) -3% 1% 0% 0% Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 0.94 1.00 1.00 0.96 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.98 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1792 1828 1568 1746 1763 1475 1736 1801 1513 1766 3435 Flt Permitted 0.38 1.00 1.00 0.55 1.00 1.00 0.32 1.00 1.00 0.19 1.00 Satd. Flow (perm) 719 1828 1568 1006 1763 1475 583 1801 1513 354 3435 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 36 267 91 255 467 123 153 303 170 86 316 52 RTOR Reduction (vph) 0 0 41 0 0 56 0 0 137 0 10 0 Lane Group Flow (vph) 36 267 50 255 467 67 153 303 33 86 358 0 Confl. Peds. (#/hr) 6 6 13 13 7 7 12 12 Bus Blockages (#/hr) 0 0 0 0 4 0 4 0 0 0 0 4 Turn Type D.P+P NA Perm D.P+P NA Perm D.P+P NA Perm D.P+P NA Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 2 6 6 2 8 4 4 Actuated Green, G (s) 92.0 83.2 83.2 92.0 81.9 81.9 38.0 29.1 29.1 38.0 25.1 Effective Green, g (s) 92.0 83.2 83.2 92.0 81.9 81.9 38.0 29.1 29.1 38.0 25.1 Actuated g/C Ratio 0.61 0.55 0.55 0.61 0.55 0.55 0.25 0.19 0.19 0.25 0.17 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 513 1013 869 660 962 805 246 349 293 173 574 v/s Ratio Prot 0.00 0.15 c0.02 c0.26 c0.05 c0.17 0.03 0.10 v/s Ratio Perm 0.04 0.03 0.21 0.05 0.10 0.02 0.10 v/c Ratio 0.07 0.26 0.06 0.39 0.49 0.08 0.62 0.87 0.11 0.50 0.62 Uniform Delay, d1 20.5 17.4 15.4 18.2 21.0 16.2 46.3 58.6 49.8 45.3 58.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.26 1.19 4.24 1.00 1.00 Incremental Delay, d2 0.0 0.6 0.1 0.1 1.8 0.2 3.4 18.6 0.1 0.8 1.5 Delay (s) 20.5 18.1 15.5 18.3 22.8 16.4 61.5 88.3 211.2 46.1 59.6 Level of Service C B B B C B E F F D E Approach Delay (s) 17.7 20.5 115.2 57.0 Approach LOS B C F E Intersection Summary HCM 2000 Control Delay 52.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.58 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 69.9% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 2545: S 312 St & 8 Av S Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 69 512 736 70 71 117 Future Volume (vph) 69 512 736 70 71 117 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width 12 11 11 12 11 11 Grade (%) 3% -6% 0% Total Lost time (s) 5.0 5.0 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.96 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.99 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1743 1774 1804 1711 1439 Flt Permitted 0.23 1.00 1.00 0.95 1.00 Satd. Flow (perm) 424 1774 1804 1711 1439 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 69 512 736 70 71 117 RTOR Reduction (vph) 0 0 2 0 0 95 Lane Group Flow (vph) 69 512 804 0 71 22 Confl. Peds. (#/hr)4 4 Confl. Bikes (#/hr)1 Bus Blockages (#/hr) 0 0 4 0 0 4 Turn Type D.P+P NA NA Prot Perm Protected Phases 7 4 2 8 1 Permitted Phases 2 8 1 Actuated Green, G (s) 105.5 51.7 99.4 29.5 29.5 Effective Green, g (s) 105.5 51.7 98.4 28.5 28.5 Actuated g/C Ratio 0.70 0.34 0.66 0.19 0.19 Clearance Time (s) 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 351 611 1183 325 273 v/s Ratio Prot 0.01 c0.29 c0.45 c0.04 v/s Ratio Perm 0.13 0.02 v/c Ratio 0.20 0.84 0.68 0.22 0.08 Uniform Delay, d1 11.7 45.3 16.0 51.3 50.0 Progression Factor 1.00 1.00 0.28 1.00 1.00 Incremental Delay, d2 0.1 12.9 0.3 0.1 0.0 Delay (s) 11.8 58.2 4.7 51.5 50.0 Level of Service B E A D D Approach Delay (s) 52.7 4.7 50.6 Approach LOS D A D Intersection Summary HCM 2000 Control Delay 27.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.69 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 23.0 Intersection Capacity Utilization 66.0% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 2546: 8 Av S & S 312 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 506 45 53 788 47 57 Future Volume (vph) 506 45 53 788 47 57 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width 11 12 12 11 11 12 Grade (%) 3% 0% 0% Total Lost time (s) 6.0 5.0 5.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.97 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 0.99 1.00 1.00 0.93 Flt Protected 1.00 0.95 1.00 0.98 Satd. Flow (prot) 1751 1770 1772 1560 Flt Permitted 1.00 0.34 1.00 0.98 Satd. Flow (perm) 1751 630 1772 1560 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 506 45 53 788 47 57 RTOR Reduction (vph) 2 0 0 0 30 0 Lane Group Flow (vph) 549 0 53 788 74 0 Confl. Peds. (#/hr)5 5 Confl. Bikes (#/hr) 1 Bus Blockages (#/hr) 0 0 0 4 4 0 Turn Type NA D.P+P NA Prot Protected Phases 1 4 3 8 2 Permitted Phases 1 4 Actuated Green, G (s) 86.2 104.6 64.0 30.4 Effective Green, g (s) 85.2 104.6 64.0 29.4 Actuated g/C Ratio 0.57 0.70 0.43 0.20 Clearance Time (s) 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 Lane Grp Cap (vph) 994 579 756 305 v/s Ratio Prot c0.31 0.01 c0.44 c0.05 v/s Ratio Perm 0.05 v/c Ratio 0.55 0.09 1.04 0.24 Uniform Delay, d1 20.4 16.4 43.0 50.9 Progression Factor 0.56 1.98 1.11 1.00 Incremental Delay, d2 0.2 0.0 43.3 0.2 Delay (s) 11.7 32.6 90.8 51.1 Level of Service B C F D Approach Delay (s) 11.7 87.1 51.1 Approach LOS B F D Intersection Summary HCM 2000 Control Delay 56.8 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.77 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 23.0 Intersection Capacity Utilization 57.6% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 3040: 1 Av S & SW 320 St/S 320 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 758 294 0 1329 346 0 567 326 0 650 337 Future Volume (vph) 0 758 294 0 1329 346 0 567 326 0 650 337 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 5% -1% -1% 1% Total Lost time (s) 5.0 6.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frpb, ped/bikes 1.00 0.99 1.00 0.98 1.00 0.99 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 0.85 1.00 0.85 1.00 0.85 Flt Protected 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Satd. Flow (prot) 3423 1523 3500 1567 3557 1544 3522 1496 Flt Permitted 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Satd. Flow (perm) 3423 1523 3500 1567 3557 1544 3522 1496 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 0 758 294 0 1329 346 0 567 326 0 650 337 RTOR Reduction (vph) 0 0 32 0 0 45 0 0 142 0 0 35 Lane Group Flow (vph) 0 758 262 0 1329 301 0 567 184 0 650 302 Confl. Peds. (#/hr) 1 1 2 2 1 1 4 4 Bus Blockages (#/hr) 0 4 0 0 8 0 8 0 4 4 0 8 Turn Type NA Perm NA Perm NA Perm NA Perm Protected Phases 6 2 8 4 Permitted Phases 6 2 8 4 Actuated Green, G (s) 100.7 100.7 100.7 100.7 39.3 39.3 39.3 39.3 Effective Green, g (s) 100.7 99.7 100.7 100.7 39.3 39.3 39.3 39.3 Actuated g/C Ratio 0.67 0.66 0.67 0.67 0.26 0.26 0.26 0.26 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 2297 1012 2349 1051 931 404 922 391 v/s Ratio Prot 0.22 c0.38 0.16 0.18 v/s Ratio Perm 0.17 0.19 0.12 c0.20 v/c Ratio 0.33 0.26 0.57 0.29 0.61 0.46 0.70 0.77 Uniform Delay, d1 10.4 10.2 13.1 10.0 48.6 46.4 50.1 51.2 Progression Factor 1.00 1.00 1.00 1.00 0.94 1.07 1.27 1.33 Incremental Delay, d2 0.4 0.6 1.0 0.7 0.8 0.3 2.0 8.1 Delay (s) 10.8 10.8 14.1 10.7 46.4 50.1 65.7 76.2 Level of Service B B B B D D E E Approach Delay (s) 10.8 13.4 47.8 69.3 Approach LOS B B D E Intersection Summary HCM 2000 Control Delay 31.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.62 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 66.4% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 3440: 1 Av S & SW 325 Pl/S 325 Pl Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 9 1 23 3 0 8 36 848 10 10 832 27 Future Volume (vph) 9 1 23 3 0 8 36 848 10 10 832 27 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) -5% 0% 1% -1% Total Lost time (s) 6.0 6.0 5.0 5.0 Lane Util. Factor 1.00 1.00 0.95 0.95 Frpb, ped/bikes 0.99 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 0.91 0.90 1.00 1.00 Flt Protected 0.99 0.99 1.00 1.00 Satd. Flow (prot) 1679 1657 3507 3535 Flt Permitted 0.91 0.93 0.87 0.94 Satd. Flow (perm) 1555 1556 3067 3330 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 9 1 23 3 0 8 36 848 10 10 832 27 RTOR Reduction (vph) 0 21 0 0 10 0 0 0 0 0 1 0 Lane Group Flow (vph) 0 12 0 0 1 0 0 894 0 0 868 0 Confl. Peds. (#/hr) 3 3 3 3 3 3 Confl. Bikes (#/hr) 1 1 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 4 2 6 Permitted Phases 4 4 2 6 Actuated Green, G (s) 11.3 11.3 128.7 128.7 Effective Green, g (s) 10.3 10.3 128.7 128.7 Actuated g/C Ratio 0.07 0.07 0.86 0.86 Clearance Time (s) 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 106 106 2631 2857 v/s Ratio Prot v/s Ratio Perm c0.01 0.00 c0.29 0.26 v/c Ratio 0.11 0.01 0.34 0.30 Uniform Delay, d1 65.5 65.1 2.1 2.0 Progression Factor 1.00 1.00 0.30 2.72 Incremental Delay, d2 0.2 0.0 0.3 0.3 Delay (s) 65.7 65.1 1.0 5.8 Level of Service E E A A Approach Delay (s) 65.7 65.1 1.0 5.8 Approach LOS E E A A Intersection Summary HCM 2000 Control Delay 4.9 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.32 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 11.0 Intersection Capacity Utilization 65.0% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 3540: 1 Av S & S 328 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 39 11 5 100 6 10 12 882 87 10 891 25 Future Volume (vph) 39 11 5 100 6 10 12 882 87 10 891 25 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 1% 2% -3% Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.95 1.00 0.91 1.00 0.99 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1775 1761 1680 1752 3445 1796 3578 Flt Permitted 0.75 1.00 0.75 1.00 0.28 1.00 0.26 1.00 Satd. Flow (perm) 1392 1775 1385 1680 524 3445 497 3578 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 39 11 5 100 6 10 12 882 87 10 891 25 RTOR Reduction (vph) 0 5 0 0 9 0 0 3 0 0 1 0 Lane Group Flow (vph) 39 11 0 100 7 0 12 966 0 10 915 0 Confl. Peds. (#/hr)6 2 Confl. Bikes (#/hr)1 Turn Type D.P+P NA D.P+P NA D.P+P NA D.P+P NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 8 4 6 2 Actuated Green, G (s) 18.0 9.1 18.0 10.8 112.0 107.2 112.0 110.0 Effective Green, g (s) 18.0 9.1 18.0 10.8 112.0 107.2 112.0 110.0 Actuated g/C Ratio 0.12 0.06 0.12 0.07 0.75 0.71 0.75 0.73 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 185 107 188 120 407 2462 412 2623 v/s Ratio Prot 0.01 0.01 c0.03 0.00 0.00 c0.28 0.00 c0.26 v/s Ratio Perm 0.02 c0.03 0.02 0.02 v/c Ratio 0.21 0.11 0.53 0.06 0.03 0.39 0.02 0.35 Uniform Delay, d1 59.4 66.6 62.2 64.9 5.2 8.5 8.5 7.2 Progression Factor 1.00 1.00 1.00 1.00 0.35 0.50 0.43 0.34 Incremental Delay, d2 0.2 0.2 1.4 0.1 0.0 0.4 0.0 0.4 Delay (s) 59.6 66.8 63.6 64.9 1.8 4.6 3.7 2.8 Level of Service E E E E A A A A Approach Delay (s) 61.7 63.8 4.6 2.8 Approach LOS E E A A Intersection Summary HCM 2000 Control Delay 8.6 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.42 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 47.7% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 3640: 1 Wy S/1 Av S & SW 330 St/S 330 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 156 4 153 13 2 9 416 830 16 15 735 230 Future Volume (vph) 156 4 153 13 2 9 416 830 16 15 735 230 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) -4% 3% 7% -5% Total Lost time (s) 6.0 6.0 6.0 6.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.96 1.00 0.97 1.00 1.00 1.00 0.99 Flpb, ped/bikes 0.98 1.00 0.99 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 0.88 1.00 1.00 1.00 0.96 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1767 1558 1730 1561 1708 3404 1810 3452 Flt Permitted 0.75 1.00 0.45 1.00 0.19 1.00 0.30 1.00 Satd. Flow (perm) 1396 1558 818 1561 343 3404 571 3452 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 156 4 153 13 2 9 416 830 16 15 735 230 RTOR Reduction (vph) 0 132 0 0 8 0 0 1 0 0 16 0 Lane Group Flow (vph) 156 25 0 13 3 0 416 845 0 15 949 0 Confl. Peds. (#/hr) 18 18 16 16 1 1 8 8 Confl. Bikes (#/hr)1 Turn Type D.P+P NA D.P+P NA D.P+P NA D.P+P NA Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 2 6 8 4 Actuated Green, G (s) 23.2 21.2 23.2 12.2 106.8 102.8 106.8 72.0 Effective Green, g (s) 21.2 20.2 21.2 11.2 106.8 102.8 106.8 72.0 Actuated g/C Ratio 0.14 0.13 0.14 0.07 0.71 0.69 0.71 0.48 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 222 209 121 116 560 2332 439 1656 v/s Ratio Prot c0.05 0.02 0.00 0.00 c0.17 0.25 0.00 0.27 v/s Ratio Perm c0.05 0.01 c0.36 0.02 v/c Ratio 0.70 0.12 0.11 0.02 0.74 0.36 0.03 0.57 Uniform Delay, d1 60.7 57.1 61.6 64.3 21.3 9.9 9.8 28.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.47 0.74 Incremental Delay, d2 8.0 0.1 0.1 0.0 4.6 0.4 0.0 1.4 Delay (s) 68.6 57.2 61.7 64.4 25.9 10.3 4.6 22.0 Level of Service E E E E C B A C Approach Delay (s) 62.9 62.9 15.5 21.7 Approach LOS E E B C Intersection Summary HCM 2000 Control Delay 24.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.74 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 22.0 Intersection Capacity Utilization 83.2% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 3650: Pacific Hwy S & S 330 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (vph) 32 29 88 28 22 33 26 67 1311 38 84 29 Future Volume (vph) 32 29 88 28 22 33 26 67 1311 38 84 29 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) -4% 0% 2% Total Lost time (s) 6.0 6.0 6.0 6.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.91 1.00 Frpb, ped/bikes 1.00 0.97 1.00 0.98 1.00 1.00 1.00 Flpb, ped/bikes 0.98 1.00 0.99 1.00 1.00 1.00 1.00 Frt 1.00 0.89 1.00 0.91 1.00 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 Satd. Flow (prot) 1735 1642 1715 1666 1752 4962 1787 Flt Permitted 0.72 1.00 0.53 1.00 0.95 1.00 0.95 Satd. Flow (perm) 1317 1642 948 1666 1752 4962 1787 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 32 29 88 28 22 33 26 67 1311 38 84 29 RTOR Reduction (vph) 0 79 0 0 30 0 0 0 1 0 0 0 Lane Group Flow (vph) 32 38 0 28 25 0 0 93 1348 0 0 113 Confl. Peds. (#/hr) 16 16 12 12 14 14 14 21 21 Bus Blockages (#/hr) 6 0 46 6 0 6 6 0 6 0 6 0 Turn Type D.P+P NA D.P+P NA Prot Prot NA Prot Prot Protected Phases 7 4 3 8 5 5 2 1 1 Permitted Phases 8 4 Actuated Green, G (s) 18.8 15.8 18.8 15.7 17.0 97.5 13.7 Effective Green, g (s) 16.8 14.8 16.8 14.7 17.0 97.5 13.7 Actuated g/C Ratio 0.11 0.10 0.11 0.10 0.11 0.65 0.09 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 153 162 116 163 198 3225 163 v/s Ratio Prot 0.00 0.02 c0.00 0.02 0.05 c0.27 c0.06 v/s Ratio Perm 0.02 c0.02 v/c Ratio 0.21 0.23 0.24 0.15 0.47 0.42 0.69 Uniform Delay, d1 60.6 62.4 63.6 62.0 62.3 12.6 66.1 Progression Factor 1.00 1.00 1.00 1.00 1.10 1.02 0.84 Incremental Delay, d2 0.2 0.3 0.4 0.2 0.5 0.3 7.5 Delay (s) 60.9 62.6 64.0 62.1 68.9 13.1 62.9 Level of Service E E E E E B E Approach Delay (s) 62.3 62.8 16.7 Approach LOS E E B Intersection Summary HCM 2000 Control Delay 28.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.51 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 22.0 Intersection Capacity Utilization 68.2% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 3650: Pacific Hwy S & S 330 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement SBT SBR Lane Configurations Traffic Volume (vph) 1708 46 Future Volume (vph) 1708 46 Ideal Flow (vphpl) 1900 1900 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) 5060 Flt Permitted 1.00 Satd. Flow (perm) 5060 Peak-hour factor, PHF 1.00 1.00 Adj. Flow (vph) 1708 46 RTOR Reduction (vph) 1 0 Lane Group Flow (vph) 1753 0 Confl. Peds. (#/hr) 21 Bus Blockages (#/hr) 6 0 Turn Type NA Protected Phases 6 Permitted Phases Actuated Green, G (s) 94.2 Effective Green, g (s) 94.2 Actuated g/C Ratio 0.63 Clearance Time (s) 5.0 Vehicle Extension (s) 2.0 Lane Grp Cap (vph) 3177 v/s Ratio Prot c0.35 v/s Ratio Perm v/c Ratio 0.55 Uniform Delay, d1 15.9 Progression Factor 1.93 Incremental Delay, d2 0.5 Delay (s) 31.2 Level of Service C Approach Delay (s) 33.2 Approach LOS C Intersection Summary HCM Signalized Intersection Capacity Analysis 4050: Pacific Hwy S & S 336 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (vph) 297 504 346 203 710 160 15 262 942 77 14 101 Future Volume (vph) 297 504 346 203 710 160 15 262 942 77 14 101 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 1% 1% 3% Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.97 0.91 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.97 1.00 0.99 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 Satd. Flow (prot) 1718 1853 1522 1732 3399 3368 4901 1796 Flt Permitted 0.10 1.00 1.00 0.13 1.00 0.95 1.00 0.95 Satd. Flow (perm) 175 1853 1522 238 3399 3368 4901 1796 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 297 504 346 203 710 160 15 262 942 77 14 101 RTOR Reduction (vph) 0 0 139 0 13 0 0 0 6 0 0 0 Lane Group Flow (vph) 297 504 207 203 857 0 0 277 1013 0 0 115 Confl. Peds. (#/hr) 6 6 7 7 3 3 3 3 3 Bus Blockages (#/hr) 6 0 4 4 2 6 4 2 6 0 6 0 Turn Type D.P+P NA Perm D.P+P NA Prot Prot NA Prot Prot Protected Phases 7 4 3 8 5 5 2 1 1 Permitted Phases 8 4 4 Actuated Green, G (s) 65.6 47.8 47.8 65.6 41.4 14.5 47.4 17.0 Effective Green, g (s) 65.6 47.8 47.8 65.6 41.4 14.5 47.4 17.0 Actuated g/C Ratio 0.44 0.32 0.32 0.44 0.28 0.10 0.32 0.11 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 325 590 485 281 938 325 1548 203 v/s Ratio Prot 0.15 c0.27 0.09 c0.25 c0.08 0.21 0.06 v/s Ratio Perm 0.25 0.14 0.23 v/c Ratio 0.91 0.85 0.43 0.72 0.91 0.85 0.65 0.57 Uniform Delay, d1 45.5 47.8 40.3 55.1 52.6 66.7 44.2 63.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 0.85 1.09 1.23 Incremental Delay, d2 28.4 11.2 0.2 7.5 12.8 17.5 2.1 1.9 Delay (s) 73.9 59.0 40.5 62.7 65.4 74.0 50.5 79.5 Level of Service E E D E E E D E Approach Delay (s) 57.3 64.9 55.5 Approach LOS E E E Intersection Summary HCM 2000 Control Delay 62.4 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.86 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 94.0% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 4050: Pacific Hwy S & S 336 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement SBT SBR Lane Configurations Traffic Volume (vph) 1346 346 Future Volume (vph) 1346 346 Ideal Flow (vphpl) 1900 1900 Grade (%) -3% Total Lost time (s) 5.0 5.0 Lane Util. Factor 0.91 1.00 Frpb, ped/bikes 1.00 0.98 Flpb, ped/bikes 1.00 1.00 Frt 1.00 0.85 Flt Protected 1.00 1.00 Satd. Flow (prot) 5134 1565 Flt Permitted 1.00 1.00 Satd. Flow (perm) 5134 1565 Peak-hour factor, PHF 1.00 1.00 Adj. Flow (vph) 1346 346 RTOR Reduction (vph) 0 178 Lane Group Flow (vph) 1346 168 Confl. Peds. (#/hr) 3 Bus Blockages (#/hr) 4 2 Turn Type NA Perm Protected Phases 6 Permitted Phases 6 Actuated Green, G (s) 49.9 49.9 Effective Green, g (s) 49.9 49.9 Actuated g/C Ratio 0.33 0.33 Clearance Time (s) 5.0 5.0 Vehicle Extension (s) 2.0 2.0 Lane Grp Cap (vph) 1707 520 v/s Ratio Prot c0.26 v/s Ratio Perm 0.11 v/c Ratio 0.79 0.32 Uniform Delay, d1 45.3 37.4 Progression Factor 1.22 2.81 Incremental Delay, d2 3.4 1.5 Delay (s) 58.7 106.6 Level of Service E F Approach Delay (s) 69.2 Approach LOS E Intersection Summary HCM Signalized Intersection Capacity Analysis 4250: Pacific Hwy S & S 340 Pl/16 Av S Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 10 5 16 19 1 769 3 2 446 10 905 931 Future Volume (vph) 10 5 16 19 1 769 3 2 446 10 905 931 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 2% -5% 0% -2% Total Lost time (s) 5.0 5.0 5.0 5.0 6.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.88 1.00 0.91 0.97 0.91 Frpb, ped/bikes 1.00 0.98 1.00 1.00 0.99 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.89 1.00 1.00 0.85 1.00 1.00 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1752 1604 1799 1909 2819 1763 5039 3454 5119 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.28 1.00 0.95 1.00 Satd. Flow (perm) 1752 1604 1799 1909 2819 521 5039 3454 5119 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 10 5 16 19 1 769 3 2 446 10 905 931 RTOR Reduction (vph) 0 14 0 0 0 210 0 0 1 0 0 0 Lane Group Flow (vph) 10 7 0 19 1 559 0 5 455 0 905 934 Confl. Peds. (#/hr) 10 10 10 10 10 10 10 1 Bus Blockages (#/hr) 0 0 0 2 0 4 0 0 4 2 2 2 Turn Type Prot NA Prot NA pm+ov Perm D.P+P NA Prot NA Protected Phases 7 4 3 8 5 1 6 5 2 Permitted Phases 8 6 2 Actuated Green, G (s) 2.6 16.8 4.2 18.4 84.4 109.0 43.0 66.0 108.0 Effective Green, g (s) 2.6 16.8 4.2 18.4 82.4 109.0 43.0 66.0 108.0 Actuated g/C Ratio 0.02 0.11 0.03 0.12 0.55 0.73 0.29 0.44 0.72 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 30 179 50 234 1661 386 1444 1519 3685 v/s Ratio Prot 0.01 0.00 c0.01 0.00 c0.15 0.00 c0.09 c0.26 0.18 v/s Ratio Perm 0.05 0.01 v/c Ratio 0.33 0.04 0.38 0.00 0.34 0.01 0.31 0.60 0.25 Uniform Delay, d1 72.8 59.4 71.6 57.8 18.7 5.7 41.9 31.9 7.2 Progression Factor 1.00 1.00 0.89 1.60 1.32 1.00 1.00 0.56 0.33 Incremental Delay, d2 2.4 0.0 1.7 0.0 0.0 0.0 0.0 1.2 0.1 Delay (s) 75.2 59.4 65.4 92.7 24.7 5.7 42.0 19.0 2.5 Level of Service E E E F C A D B A Approach Delay (s) 64.5 25.7 41.6 10.6 Approach LOS E C D B Intersection Summary HCM 2000 Control Delay 19.5 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.48 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 21.0 Intersection Capacity Utilization 84.7% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 4250: Pacific Hwy S & S 340 Pl/16 Av S Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement SBR Lane Configurations Traffic Volume (vph) 3 Future Volume (vph) 3 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, PHF 1.00 Adj. Flow (vph) 3 RTOR Reduction (vph) 0 Lane Group Flow (vph) 0 Confl. Peds. (#/hr) 10 Bus Blockages (#/hr) 0 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary HCM Signalized Intersection Capacity Analysis 4550: 16 Av S & S 344 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 13 39 93 148 28 88 69 763 48 137 813 12 Future Volume (vph) 13 39 93 148 28 88 69 763 48 137 813 12 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 2% -5% 3% -1% Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.89 1.00 0.89 1.00 0.99 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1736 1633 1798 1674 1742 3436 1778 3533 Flt Permitted 0.61 1.00 0.48 1.00 0.29 1.00 0.29 1.00 Satd. Flow (perm) 1119 1633 904 1674 535 3436 537 3533 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 13 39 93 148 28 88 69 763 48 137 813 12 RTOR Reduction (vph) 0 64 0 0 70 0 0 2 0 0 0 0 Lane Group Flow (vph) 13 68 0 148 46 0 69 809 0 137 825 0 Confl. Peds. (#/hr) 1 1 1 1 2 2 2 2 Bus Blockages (#/hr) 2 0 2 2 0 2 0 2 0 0 2 0 Turn Type D.P+P NA D.P+P NA D.P+P NA D.P+P NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 8 4 6 2 Actuated Green, G (s) 33.5 18.6 33.5 31.0 96.5 86.5 96.5 92.5 Effective Green, g (s) 33.5 18.6 33.5 31.0 96.5 86.5 96.5 92.5 Actuated g/C Ratio 0.22 0.12 0.22 0.21 0.64 0.58 0.64 0.62 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 260 202 290 345 376 1981 428 2178 v/s Ratio Prot 0.00 0.04 c0.05 0.03 0.00 c0.24 c0.02 c0.23 v/s Ratio Perm 0.01 c0.06 0.11 0.18 v/c Ratio 0.05 0.34 0.51 0.13 0.18 0.41 0.32 0.38 Uniform Delay, d1 45.6 60.1 49.4 48.5 16.7 17.6 19.7 14.4 Progression Factor 1.00 1.00 1.00 1.00 1.38 1.05 0.18 0.09 Incremental Delay, d2 0.0 0.4 0.6 0.1 0.1 0.4 0.1 0.4 Delay (s) 45.6 60.4 50.0 48.6 23.1 18.8 3.7 1.8 Level of Service D E D D C B A A Approach Delay (s) 59.1 49.4 19.1 2.0 Approach LOS E D B A Intersection Summary HCM 2000 Control Delay 18.0 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.43 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 63.4% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 4850: Enchanted Pkwy S/16 Av S & S 348 St/SR 18 Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBU EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL Lane Configurations Traffic Volume (vph) 14 124 1152 280 932 1417 375 96 277 551 629 371 Future Volume (vph) 14 124 1152 280 932 1417 375 96 277 551 629 371 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 2% -4% 2% Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 0.91 1.00 0.94 0.91 1.00 0.97 0.91 0.91 0.97 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 0.99 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.95 0.85 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 Satd. Flow (prot) 1738 5034 1529 5077 5173 1571 3385 3167 1415 3467 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 Satd. Flow (perm) 1738 5034 1529 5077 5173 1571 3385 3167 1415 3467 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 14 124 1152 280 932 1417 375 96 277 551 629 371 RTOR Reduction (vph) 0 0 0 90 0 0 187 0 0 34 46 0 Lane Group Flow (vph) 0 138 1152 190 932 1417 188 0 373 781 319 371 Confl. Peds. (#/hr) 4 4 4 5 5 1 1 1 14 Bus Blockages (#/hr) 2 2 0 2 2 2 2 2 2 2 0 0 Turn Type Prot Prot NA Perm Prot NA Perm Prot Prot NA pm+ov Prot Protected Phases 7 7 4 3 8 5 5 2 3 1 Permitted Phases 4 8 2 Actuated Green, G (s) 15.0 40.6 40.6 28.9 54.5 54.5 17.8 42.2 71.1 18.3 Effective Green, g (s) 15.0 40.6 40.6 28.9 54.5 54.5 17.8 42.2 71.1 18.3 Actuated g/C Ratio 0.10 0.27 0.27 0.19 0.36 0.36 0.12 0.28 0.47 0.12 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 173 1362 413 978 1879 570 401 890 670 422 v/s Ratio Prot 0.08 c0.23 c0.18 0.27 0.11 c0.25 0.09 c0.11 v/s Ratio Perm 0.12 0.12 0.13 v/c Ratio 0.80 0.85 0.46 0.95 0.75 0.33 0.93 0.88 0.48 0.88 Uniform Delay, d1 66.0 51.7 45.6 59.9 41.9 34.6 65.5 51.4 26.8 64.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.88 1.09 1.43 1.02 Incremental Delay, d2 20.7 6.6 3.6 18.2 2.9 1.6 25.7 8.5 0.2 17.3 Delay (s) 86.7 58.4 49.2 78.1 44.7 36.1 83.4 64.6 38.5 83.3 Level of Service F E D E D D F E D F Approach Delay (s) 59.2 55.0 62.9 Approach LOS E D E Intersection Summary HCM 2000 Control Delay 58.3 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.88 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 99.5% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 4850: Enchanted Pkwy S/16 Av S & S 348 St/SR 18 Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement SBT SBR Lane Configurations Traffic Volume (vph) 754 109 Future Volume (vph) 754 109 Ideal Flow (vphpl) 1900 1900 Grade (%) -2% Total Lost time (s) 5.0 Lane Util. Factor 0.91 Frpb, ped/bikes 1.00 Flpb, ped/bikes 1.00 Frt 0.98 Flt Protected 1.00 Satd. Flow (prot) 5009 Flt Permitted 1.00 Satd. Flow (perm) 5009 Peak-hour factor, PHF 1.00 1.00 Adj. Flow (vph) 754 109 RTOR Reduction (vph) 13 0 Lane Group Flow (vph) 850 0 Confl. Peds. (#/hr) 14 Bus Blockages (#/hr) 2 2 Turn Type NA Protected Phases 6 Permitted Phases Actuated Green, G (s) 42.7 Effective Green, g (s) 42.7 Actuated g/C Ratio 0.28 Clearance Time (s) 5.0 Vehicle Extension (s) 2.0 Lane Grp Cap (vph) 1425 v/s Ratio Prot 0.17 v/s Ratio Perm v/c Ratio 0.60 Uniform Delay, d1 46.2 Progression Factor 1.02 Incremental Delay, d2 0.4 Delay (s) 47.7 Level of Service D Approach Delay (s) 58.4 Approach LOS E Intersection Summary HCM Signalized Intersection Capacity Analysis 5050: Enchanted Pkwy S & S 352 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 85 76 90 233 138 279 107 951 222 249 1495 97 Future Volume (vph) 85 76 90 233 138 279 107 951 222 249 1495 97 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 1% -11% 0% 1% Total Lost time (s) 6.0 6.0 5.0 6.0 6.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.97 1.00 1.00 1.00 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.92 1.00 1.00 0.85 1.00 0.97 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1739 1703 1867 1965 1611 1770 3439 1761 3522 1539 Flt Permitted 0.57 1.00 0.65 1.00 1.00 0.11 1.00 0.17 1.00 1.00 Satd. Flow (perm) 1049 1703 1281 1965 1611 201 3439 306 3522 1539 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 85 76 90 233 138 279 107 951 222 249 1495 97 RTOR Reduction (vph) 0 29 0 0 0 166 0 13 0 0 0 31 Lane Group Flow (vph) 85 137 0 233 138 113 107 1160 0 249 1495 66 Confl. Peds. (#/hr) 3 4 1 1 Bus Blockages (#/hr) 2 0 0 0 0 2 0 0 0 0 0 0 Turn Type D.P+P NA Perm NA Perm Perm NA D.P+P NA Perm Protected Phases 7 4 8 2 1 6 Permitted Phases 8 8 8 2 2 6 Actuated Green, G (s) 34.5 39.5 29.5 29.5 29.5 87.5 87.5 95.5 100.5 100.5 Effective Green, g (s) 32.5 38.5 29.5 28.5 28.5 87.5 87.5 95.5 100.5 100.5 Actuated g/C Ratio 0.22 0.26 0.20 0.19 0.19 0.58 0.58 0.64 0.67 0.67 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 245 437 251 373 306 117 2006 272 2359 1031 v/s Ratio Prot 0.01 c0.08 0.07 0.34 c0.05 0.42 v/s Ratio Perm 0.07 c0.18 0.07 0.53 c0.53 0.04 v/c Ratio 0.35 0.31 0.93 0.37 0.37 0.91 0.58 0.92 0.63 0.06 Uniform Delay, d1 49.7 45.1 59.2 52.9 52.9 27.9 19.6 39.7 14.2 8.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.70 0.81 Incremental Delay, d2 0.3 0.2 37.0 0.2 0.3 62.6 1.2 23.4 0.8 0.1 Delay (s) 50.0 45.2 96.2 53.2 53.2 90.5 20.9 62.8 10.8 7.0 Level of Service D D F D D F C E B A Approach Delay (s) 46.9 68.6 26.7 17.6 Approach LOS D E C B Intersection Summary HCM 2000 Control Delay 30.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.91 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 22.0 Intersection Capacity Utilization 87.2% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 5251: Enchanted Pkwy S & S 356 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph) 220 21 252 54 132 18 372 1116 76 1 7 1126 Future Volume (vph) 220 21 252 54 132 18 372 1116 76 1 7 1126 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -1% 0% Total Lost time (s) 5.0 5.0 3.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.97 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 0.98 1.00 0.99 1.00 1.00 Flt Protected 0.96 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1781 1583 1755 1829 3450 3506 1770 3538 Flt Permitted 0.55 1.00 0.42 1.00 0.95 1.00 1.00 1.00 Satd. Flow (perm) 1031 1583 778 1829 3450 3506 1863 3538 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 220 21 252 54 132 18 372 1116 76 1 7 1126 RTOR Reduction (vph) 0 0 188 0 4 0 0 3 0 0 0 0 Lane Group Flow (vph) 0 241 64 54 146 0 372 1189 0 0 8 1128 Confl. Peds. (#/hr)4 8 Bus Blockages (#/hr) 0 0 0 2 0 0 0 0 0 0 0 0 Turn Type Perm NA Perm Perm NA Prot NA custom Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 1 Actuated Green, G (s) 37.9 37.9 37.9 37.9 24.1 95.1 2.0 73.0 Effective Green, g (s) 37.9 37.9 39.9 37.9 24.1 95.1 2.0 73.0 Actuated g/C Ratio 0.25 0.25 0.27 0.25 0.16 0.63 0.01 0.49 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 260 399 206 462 554 2222 24 1721 v/s Ratio Prot 0.08 c0.11 0.34 c0.32 v/s Ratio Perm c0.23 0.04 0.07 0.00 v/c Ratio 0.93 0.16 0.26 0.32 0.67 0.54 0.33 0.66 Uniform Delay, d1 54.7 43.6 43.4 45.5 59.2 15.2 73.3 29.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 35.9 0.1 0.2 0.1 2.5 0.9 3.0 2.0 Delay (s) 90.6 43.7 43.7 45.7 61.7 16.1 76.3 31.0 Level of Service F D D D E B E C Approach Delay (s) 66.6 45.1 27.0 31.3 Approach LOS E D C C Intersection Summary HCM 2000 Control Delay 35.3 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.73 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 15.0 Intersection Capacity Utilization 79.8% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 5251: Enchanted Pkwy S & S 356 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement SBR Lane Configurations Traffic Volume (vph) 2 Future Volume (vph) 2 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, PHF 1.00 Adj. Flow (vph) 2 RTOR Reduction (vph) 0 Lane Group Flow (vph) 0 Confl. Peds. (#/hr) Bus Blockages (#/hr) 0 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary HCM Unsignalized Intersection Capacity Analysis 451: Pacific Hwy S & 16 Av S Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement NBU NBL NBT SBU SBT SBR SEL SER Lane Configurations Traffic Volume (veh/h) 24 179 1225 1 2488 6 0 416 Future Volume (Veh/h) 24 179 1225 1 2488 6 0 416 Sign Control Free Free Stop Grade -3% 2% 4% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 0 179 1225 0 2488 6 0 416 Pedestrians 10 10 4 Lane Width (ft) 12.0 12.0 12.0 Walking Speed (ft/s) 3.5 3.5 3.5 Percent Blockage 1 1 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft)908 pX, platoon unblocked 0.00 0.72 0.00 0.72 0.72 vC, conflicting volume 0 2498 0 3271 846 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 0 1721 0 2795 0 tC, single (s) 0.0 4.1 0.0 6.8 6.9 tC, 2 stage (s) tF (s) 0.0 2.2 0.0 3.5 3.3 p0 queue free % 0 31 0 100 46 cM capacity (veh/h) 0 261 0 3 771 Direction, Lane # NB 1 NB 2 NB 3 NB 4 SB 1 SB 2 SB 3 SE 1 Volume Total 179 408 408 408 995 995 504 416 Volume Left 179 0 0 0 0 0 0 0 Volume Right 0 0 0 0 0 0 6 416 cSH 261 1700 1700 1700 1700 1700 1700 771 Volume to Capacity 0.69 0.24 0.24 0.24 0.59 0.59 0.30 0.54 Queue Length 95th (ft) 114 0 0 0 0 0 0 82 Control Delay (s) 44.3 0.0 0.0 0.0 0.0 0.0 0.0 15.0 Lane LOS E C Approach Delay (s) 5.7 0.0 15.0 Approach LOS C Intersection Summary Average Delay 3.3 Intersection Capacity Utilization 110.6% ICU Level of Service H Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 750: Pacific Hwy S & S 283 Pl Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement WBL WBR NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 0 70 1357 16 8 88 2749 Future Volume (Veh/h) 0 70 1357 16 8 88 2749 Sign Control Stop Free Free Grade -11% -3% 3% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 0 70 1357 16 0 88 2749 Pedestrians 7 10 10 Lane Width (ft) 12.0 12.0 12.0 Walking Speed (ft/s) 3.5 3.5 3.5 Percent Blockage 1 1 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked 0.00 vC, conflicting volume 2474 477 0 1380 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 2474 477 0 1380 tC, single (s) 6.8 6.9 0.0 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 0.0 2.2 p0 queue free % 100 87 0 82 cM capacity (veh/h) 20 526 0 489 Direction, Lane # WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 SB 4 Volume Total 70 543 543 287 88 916 916 916 Volume Left 0 0 0 0 88 0 0 0 Volume Right 70 0 0 16 0 0 0 0 cSH 526 1700 1700 1700 489 1700 1700 1700 Volume to Capacity 0.13 0.32 0.32 0.17 0.18 0.54 0.54 0.54 Queue Length 95th (ft) 11 0 0 0 16 0 0 0 Control Delay (s) 12.9 0.0 0.0 0.0 14.0 0.0 0.0 0.0 Lane LOS B B Approach Delay (s) 12.9 0.0 0.4 Approach LOS B Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 66.9% ICU Level of Service C Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 756: Military Rd S & S 284 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR Lane Configurations Traffic Volume (veh/h) 17 527 0 12 1087 3 2 0 12 0 0 8 Future Volume (Veh/h) 17 527 0 12 1087 3 2 0 12 0 0 8 Sign Control Free Free Stop Stop Grade -4% 5% -8% 9% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 17 527 0 12 1087 3 2 0 12 0 0 8 Pedestrians 10 10 10 10 Lane Width (ft) 12.0 12.0 12.0 12.0 Walking Speed (ft/s) 3.5 3.5 3.5 3.5 Percent Blockage 1 1 1 1 Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1100 537 1702 1694 1108 1704 1695 547 vC1, stage 1 conf vol 1122 1122 571 571 vC2, stage 2 conf vol 579 571 1133 1124 vCu, unblocked vol 1100 537 1702 1694 1108 1704 1695 547 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s)6.1 5.5 6.1 5.5 tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 97 99 99 100 95 100 100 98 cM capacity (veh/h) 629 1021 219 245 251 195 231 526 Direction, Lane # NB 1 NB 2 SB 1 SB 2 SE 1 NW 1 Volume Total 17 527 12 1090 14 8 Volume Left 17 0 12 0 2 0 Volume Right 0 0 0 3 12 8 cSH 629 1700 1021 1700 246 526 Volume to Capacity 0.03 0.31 0.01 0.64 0.06 0.02 Queue Length 95th (ft) 2 0 1 0 5 1 Control Delay (s) 10.9 0.0 8.6 0.0 20.5 12.0 Lane LOS B A C B Approach Delay (s) 0.3 0.1 20.5 12.0 Approach LOS C B Intersection Summary Average Delay 0.4 Intersection Capacity Utilization 71.9% ICU Level of Service C Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 1052: S 288 St & 20 Av S Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 51 643 592 43 38 43 Future Volume (Veh/h) 51 643 592 43 38 43 Sign Control Free Free Stop Grade 0% 0% -1% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 51 643 592 43 38 43 Pedestrians 10 10 3 Lane Width (ft) 11.0 11.0 15.0 Walking Speed (ft/s) 3.5 3.5 3.5 Percent Blockage 1 1 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 798 pX, platoon unblocked 0.95 vC, conflicting volume 638 1050 330 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 638 939 330 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 95 84 93 cM capacity (veh/h) 938 232 657 Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1 Volume Total 265 429 395 240 81 Volume Left 51 0 0 0 38 Volume Right 0 0 0 43 43 cSH 938 1700 1700 1700 354 Volume to Capacity 0.05 0.25 0.23 0.14 0.23 Queue Length 95th (ft) 4 0 0 0 22 Control Delay (s) 2.2 0.0 0.0 0.0 18.2 Lane LOS A C Approach Delay (s) 0.8 0.0 18.2 Approach LOS C Intersection Summary Average Delay 1.5 Intersection Capacity Utilization 56.3% ICU Level of Service B Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 1053: 21 Av S & S 288 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 681 11 21 614 14 17 Future Volume (Veh/h) 681 11 21 614 14 17 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 681 11 21 614 14 17 Pedestrians 10 10 18 Lane Width (ft) 11.0 11.0 15.0 Walking Speed (ft/s) 3.5 3.5 3.5 Percent Blockage 1 1 2 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 1014 1290 pX, platoon unblocked 0.96 0.96 0.96 vC, conflicting volume 710 1064 374 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 620 987 270 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s)2.2 3.5 3.3 p0 queue free % 98 94 97 cM capacity (veh/h) 901 223 679 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 Volume Total 454 238 226 409 31 Volume Left 0 0 21 0 14 Volume Right 0 11 0 0 17 cSH 1700 1700 901 1700 353 Volume to Capacity 0.27 0.14 0.02 0.24 0.09 Queue Length 95th (ft) 0 0 2 0 7 Control Delay (s) 0.0 0.0 1.1 0.0 16.2 Lane LOS A C Approach Delay (s) 0.0 0.4 16.2 Approach LOS C Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 43.9% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 1058: Camelot Dr S & S 288 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 776 44 35 607 19 22 Future Volume (Veh/h) 776 44 35 607 19 22 Sign Control Free Free Stop Grade 0% 0% 2% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 776 44 35 607 19 22 Pedestrians 16 16 1 Lane Width (ft) 11.0 11.0 12.0 Walking Speed (ft/s) 3.5 3.5 3.5 Percent Blockage 1 1 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 1242 pX, platoon unblocked 0.95 0.95 0.95 vC, conflicting volume 821 1188 427 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 698 1086 281 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s)2.2 3.5 3.3 p0 queue free % 96 90 97 cM capacity (veh/h) 846 188 667 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 Volume Total 517 303 237 405 41 Volume Left 0 0 35 0 19 Volume Right 0 44 0 0 22 cSH 1700 1700 846 1700 306 Volume to Capacity 0.30 0.18 0.04 0.24 0.13 Queue Length 95th (ft) 0 0 3 0 11 Control Delay (s) 0.0 0.0 1.8 0.0 18.6 Lane LOS A C Approach Delay (s) 0.0 0.7 18.6 Approach LOS C Intersection Summary Average Delay 0.8 Intersection Capacity Utilization 58.7% ICU Level of Service B Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 1059: S 288 St & 30 Av S Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 12 761 619 7 6 13 Future Volume (Veh/h) 12 761 619 7 6 13 Sign Control Free Free Stop Grade -5% 5% 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 12 761 619 7 6 13 Pedestrians 10 10 14 Lane Width (ft) 11.0 11.0 15.0 Walking Speed (ft/s) 3.5 3.5 3.5 Percent Blockage 1 1 2 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 1296 pX, platoon unblocked vC, conflicting volume 640 1051 337 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 640 1051 337 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 99 97 98 cM capacity (veh/h) 924 214 642 Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1 Volume Total 266 507 413 213 19 Volume Left 12 0 0 0 6 Volume Right 0 0 0 7 13 cSH 924 1700 1700 1700 393 Volume to Capacity 0.01 0.30 0.24 0.13 0.05 Queue Length 95th (ft) 1 0 0 0 4 Control Delay (s) 0.5 0.0 0.0 0.0 14.6 Lane LOS A B Approach Delay (s) 0.2 0.0 14.6 Approach LOS B Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 41.2% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 1557: S 296 Pl/Camelot Dr S & Military Rd S Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Volume (veh/h) 64 756 2 1 532 56 1 0 1 42 2 52 Future Volume (Veh/h) 64 756 2 1 532 56 1 0 1 42 2 52 Sign Control Free Free Stop Stop Grade 4% -6% 0% 4% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 64 756 2 1 532 56 1 0 1 42 2 52 Pedestrians 10 10 14 14 Lane Width (ft) 12.0 12.0 14.0 12.0 Walking Speed (ft/s) 3.5 3.5 3.5 3.5 Percent Blockage 1 1 2 1 Right turn flare (veh) Median type None TWLTL Median storage veh)2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 602 772 1495 1502 780 1471 1476 584 vC1, stage 1 conf vol 898 898 576 576 vC2, stage 2 conf vol 597 604 895 900 vCu, unblocked vol 602 772 1495 1502 780 1471 1476 584 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s)6.1 5.5 6.1 5.5 tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 93 100 100 100 100 84 99 90 cM capacity (veh/h) 962 830 243 272 385 268 284 500 Direction, Lane # SE 1 SE 2 SE 3 NW 1 NW 2 NE 1 SW 1 Volume Total 64 756 2 1 588 2 96 Volume Left 64 0 0 1 0 1 42 Volume Right 0 0 2 0 56 1 52 cSH 962 1700 1700 830 1700 298 358 Volume to Capacity 0.07 0.44 0.00 0.00 0.35 0.01 0.27 Queue Length 95th (ft) 5 0 0 0 0 1 27 Control Delay (s) 9.0 0.0 0.0 9.3 0.0 17.2 18.7 Lane LOS A A C C Approach Delay (s) 0.7 0.0 17.2 18.7 Approach LOS C C Intersection Summary Average Delay 1.6 Intersection Capacity Utilization 62.3% ICU Level of Service B Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 1647: S Dash Point Rd & 9 Pl S Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT WBT WBR SEL SER Lane Configurations Traffic Volume (veh/h) 31 394 912 70 29 28 Future Volume (Veh/h) 31 394 912 70 29 28 Sign Control Free Free Stop Grade 2% -2% 1% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 31 394 912 70 29 28 Pedestrians 10 10 Lane Width (ft) 11.0 11.0 Walking Speed (ft/s) 3.5 3.5 Percent Blockage 1 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 593 pX, platoon unblocked 0.79 0.79 0.79 vC, conflicting volume 982 1413 957 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 846 1390 814 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 95 75 91 cM capacity (veh/h) 626 117 296 Direction, Lane # EB 1 WB 1 SE 1 Volume Total 425 982 57 Volume Left 31 0 29 Volume Right 0 70 28 cSH 626 1700 166 Volume to Capacity 0.05 0.58 0.34 Queue Length 95th (ft) 4 0 35 Control Delay (s) 1.5 0.0 37.5 Lane LOS A E Approach Delay (s) 1.5 0.0 37.5 Approach LOS E Intersection Summary Average Delay 1.9 Intersection Capacity Utilization 64.3% ICU Level of Service C Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 1751: Pacific Hwy S & 18 Av S Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement WBL WBR NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 0 62 1288 87 3 17 1809 Future Volume (Veh/h) 0 62 1288 87 3 17 1809 Sign Control Stop Free Free Grade -10% -4% 3% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 0 62 1288 87 0 17 1809 Pedestrians 1 10 10 Lane Width (ft) 10.0 12.0 12.0 Walking Speed (ft/s) 3.5 3.5 3.5 Percent Blockage 0 1 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft)678 pX, platoon unblocked 0.74 0.00 vC, conflicting volume 1980 484 0 1376 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1083 484 0 1376 tC, single (s) 6.8 6.9 0.0 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 0.0 2.2 p0 queue free % 100 88 0 97 cM capacity (veh/h) 150 524 0 494 Direction, Lane # WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 SB 4 Volume Total 62 515 515 345 17 603 603 603 Volume Left 0 0 0 0 17 0 0 0 Volume Right 62 0 0 87 0 0 0 0 cSH 524 1700 1700 1700 494 1700 1700 1700 Volume to Capacity 0.12 0.30 0.30 0.20 0.03 0.35 0.35 0.35 Queue Length 95th (ft) 10 0 0 0 3 0 0 0 Control Delay (s) 12.8 0.0 0.0 0.0 12.5 0.0 0.0 0.0 Lane LOS B B Approach Delay (s) 12.8 0.0 0.1 Approach LOS B Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 49.4% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 1838: 2 Pl SW & SW Dash Point Rd Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 1 460 0 4 978 4 1 0 1 6 0 1 Future Volume (Veh/h) 1 460 0 4 978 4 1 0 1 6 0 1 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 1 460 0 4 978 4 1 0 1 6 0 1 Pedestrians 10 10 10 10 Lane Width (ft) 11.0 11.0 14.0 14.0 Walking Speed (ft/s) 3.5 3.5 3.5 3.5 Percent Blockage 1 1 1 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 992 470 1471 1472 480 1471 1470 1000 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 992 470 1471 1472 480 1471 1470 1000 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 100 100 99 100 100 94 100 100 cM capacity (veh/h) 689 1080 101 123 574 101 124 289 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 461 986 2 7 Volume Left 1 4 1 6 Volume Right 0 4 1 1 cSH 689 1080 171 111 Volume to Capacity 0.00 0.00 0.01 0.06 Queue Length 95th (ft) 0 0 1 5 Control Delay (s) 0.0 0.1 26.3 39.6 Lane LOS A A D E Approach Delay (s) 0.0 0.1 26.3 39.6 Approach LOS D E Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 66.4% ICU Level of Service C Analysis Period (min) 15 Description: Traffic Count Consultant - 10/07/2014 HCM Unsignalized Intersection Capacity Analysis 1839: SW Dash Point Rd & SW 301 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement NBT NBR SBL SBT SWL SWR Lane Configurations Traffic Volume (veh/h) 764 62 66 399 13 221 Future Volume (Veh/h) 764 62 66 399 13 221 Sign Control Free Free Stop Grade -1% 0% 10% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 764 62 66 399 13 221 Pedestrians 10 10 Lane Width (ft) 11.0 11.0 Walking Speed (ft/s) 3.5 3.5 Percent Blockage 1 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 826 1336 805 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 826 1336 805 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s)2.2 3.5 3.3 p0 queue free % 92 91 42 cM capacity (veh/h) 805 153 378 Direction, Lane # NB 1 SB 1 SW 1 Volume Total 826 465 234 Volume Left 0 66 13 Volume Right 62 0 221 cSH 1700 805 350 Volume to Capacity 0.49 0.08 0.67 Queue Length 95th (ft) 0 7 115 Control Delay (s) 0.0 2.3 33.8 Lane LOS A D Approach Delay (s) 0.0 2.3 33.8 Approach LOS D Intersection Summary Average Delay 5.9 Intersection Capacity Utilization 95.5% ICU Level of Service F Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 1842: 4 Av S & S Dash Point Rd Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 12 339 12 77 839 20 6 7 42 13 8 5 Future Volume (Veh/h) 12 339 12 77 839 20 6 7 42 13 8 5 Sign Control Free Free Stop Stop Grade -3% 2% -3% 5% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 12 339 12 77 839 20 6 7 42 13 8 5 Pedestrians 10 10 10 10 Lane Width (ft) 11.0 11.0 15.0 14.0 Walking Speed (ft/s) 3.5 3.5 3.5 3.5 Percent Blockage 1 1 1 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 869 361 1401 1402 365 1438 1398 869 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 869 361 1401 1402 365 1438 1398 869 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 98 93 94 94 94 86 94 99 cM capacity (veh/h) 767 1183 100 126 666 90 126 344 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 363 936 55 26 Volume Left 12 77 6 13 Volume Right 12 20 42 5 cSH 767 1183 308 117 Volume to Capacity 0.02 0.07 0.18 0.22 Queue Length 95th (ft) 1 5 16 20 Control Delay (s) 0.5 1.7 19.2 44.5 Lane LOS A A C E Approach Delay (s) 0.5 1.7 19.2 44.5 Approach LOS C E Intersection Summary Average Delay 2.9 Intersection Capacity Utilization 85.8% ICU Level of Service E Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 1846: S Dash Point Rd & S 301 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 5 15 385 6 20 911 Future Volume (Veh/h) 5 15 385 6 20 911 Sign Control Stop Free Free Grade -10% 4% -5% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 5 15 385 6 20 911 Pedestrians 10 10 Lane Width (ft) 12.0 12.0 Walking Speed (ft/s) 3.5 3.5 Percent Blockage 1 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1349 398 391 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1349 398 391 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 97 98 98 cM capacity (veh/h) 163 646 1168 Direction, Lane # WB 1 NB 1 SB 1 Volume Total 20 391 931 Volume Left 5 0 20 Volume Right 15 6 0 cSH 371 1700 1168 Volume to Capacity 0.05 0.23 0.02 Queue Length 95th (ft) 4 0 1 Control Delay (s) 15.3 0.0 0.5 Lane LOS C A Approach Delay (s) 15.3 0.0 0.5 Approach LOS C Intersection Summary Average Delay 0.6 Intersection Capacity Utilization 75.7% ICU Level of Service D Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 2133: SW Dash Point Rd & SW 306 St/12 Av SW Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Intersection has too many legs for HCM analysis. HCM Unsignalized Intersection Capacity Analysis 2231: SW Dash Point Rd & SW 308 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement WBL WBR NET NER SWL SWT Lane Configurations Traffic Volume (veh/h) 3 0 391 13 10 968 Future Volume (Veh/h) 3 0 391 13 10 968 Sign Control Stop Free Free Grade 0% 1% 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 3 0 391 13 10 968 Pedestrians 1 10 10 Lane Width (ft) 10.0 11.0 11.0 Walking Speed (ft/s) 3.5 3.5 3.5 Percent Blockage 0 1 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1396 408 405 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1396 408 405 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 98 100 99 cM capacity (veh/h) 153 637 1153 Direction, Lane # WB 1 NE 1 SW 1 Volume Total 3 404 978 Volume Left 3 0 10 Volume Right 0 13 0 cSH 153 1700 1153 Volume to Capacity 0.02 0.24 0.01 Queue Length 95th (ft) 1 0 1 Control Delay (s) 29.1 0.0 0.2 Lane LOS D A Approach Delay (s) 29.1 0.0 0.2 Approach LOS D Intersection Summary Average Delay 0.2 Intersection Capacity Utilization 70.6% ICU Level of Service C Analysis Period (min) 15 Description: Traffic Count Consultant - 10/07/2014 HCM Unsignalized Intersection Capacity Analysis 2350: Pacific Hwy S & S 310 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 0 69 1312 24 0 1804 Future Volume (Veh/h) 0 69 1312 24 0 1804 Sign Control Stop Free Free Grade 0% 1% 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 0 69 1312 24 0 1804 Pedestrians 8 10 10 Lane Width (ft) 10.0 12.0 12.0 Walking Speed (ft/s) 3.5 3.5 3.5 Percent Blockage 1 1 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 675 639 pX, platoon unblocked 0.84 0.88 0.88 vC, conflicting volume 1943 467 1344 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 449 0 903 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 93 100 cM capacity (veh/h) 443 936 653 Direction, Lane # WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 69 525 525 286 601 601 601 Volume Left 0 0 0 0 0 0 0 Volume Right 69 0 0 24 0 0 0 cSH 936 1700 1700 1700 1700 1700 1700 Volume to Capacity 0.07 0.31 0.31 0.17 0.35 0.35 0.35 Queue Length 95th (ft) 6 0 0 0 0 0 0 Control Delay (s) 9.2 0.0 0.0 0.0 0.0 0.0 0.0 Lane LOS A Approach Delay (s) 9.2 0.0 0.0 Approach LOS A Intersection Summary Average Delay 0.2 Intersection Capacity Utilization 39.0% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 2430: SW Dash Point Rd & 16 Av SW Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement SEL SER NEL NET SWT SWR Lane Configurations Traffic Volume (veh/h) 10 40 46 389 954 39 Future Volume (Veh/h) 10 40 46 389 954 39 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 10 40 46 389 954 39 Pedestrians 1 10 10 Lane Width (ft) 15.0 11.5 11.0 Walking Speed (ft/s) 3.5 3.5 3.5 Percent Blockage 0 1 1 Right turn flare (veh) Median type TWLTL None Median storage veh) 2 Upstream signal (ft) 672 pX, platoon unblocked 0.90 vC, conflicting volume 1466 984 994 vC1, stage 1 conf vol 974 vC2, stage 2 conf vol 491 vCu, unblocked vol 1462 984 994 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) 5.4 tF (s) 3.5 3.3 2.2 p0 queue free % 97 87 93 cM capacity (veh/h) 318 298 695 Direction, Lane # SE 1 NE 1 NE 2 SW 1 Volume Total 50 46 389 993 Volume Left 10 46 0 0 Volume Right 40 0 0 39 cSH 302 695 1700 1700 Volume to Capacity 0.17 0.07 0.23 0.58 Queue Length 95th (ft) 15 5 0 0 Control Delay (s) 19.3 10.5 0.0 0.0 Lane LOS C B Approach Delay (s) 19.3 1.1 0.0 Approach LOS C Intersection Summary Average Delay 1.0 Intersection Capacity Utilization 66.5% ICU Level of Service C Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 3550: Pacific Hwy S & S 328 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 0 51 0 1421 1826 51 Future Volume (Veh/h) 0 51 0 1421 1826 51 Sign Control Stop Free Free Grade 0% 0% -2% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 0 51 0 1421 1826 51 Pedestrians 6 10 10 Lane Width (ft) 12.0 12.0 12.0 Walking Speed (ft/s) 3.5 3.5 3.5 Percent Blockage 1 1 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 731 1282 pX, platoon unblocked 0.86 0.80 0.80 vC, conflicting volume 2341 650 1883 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1023 0 1217 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 94 100 cM capacity (veh/h) 196 851 451 Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 51 474 474 474 730 730 416 Volume Left 0 0 0 0 0 0 0 Volume Right 51 0 0 0 0 0 51 cSH 851 1700 1700 1700 1700 1700 1700 Volume to Capacity 0.06 0.28 0.28 0.28 0.43 0.43 0.24 Queue Length 95th (ft) 5 0 0 0 0 0 0 Control Delay (s) 9.5 0.0 0.0 0.0 0.0 0.0 0.0 Lane LOS A Approach Delay (s) 9.5 0.0 0.0 Approach LOS A Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 48.1% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 3750: Pacific Hwy S & S 332 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement EBL EBR NBU NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 0 46 30 34 1420 1735 7 Future Volume (Veh/h) 0 46 30 34 1420 1735 7 Sign Control Stop Free Free Grade 0% 2% -2% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 0 46 0 34 1420 1735 7 Pedestrians 2 4 4 Lane Width (ft) 12.0 12.0 12.0 Walking Speed (ft/s) 3.5 3.5 3.5 Percent Blockage 0 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft)1316 688 pX, platoon unblocked 0.88 0.81 0.00 0.81 vC, conflicting volume 2286 588 0 1744 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 944 0 0 1092 tC, single (s) 6.8 6.9 0.0 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 0.0 2.2 p0 queue free % 100 95 0 93 cM capacity (veh/h) 212 872 0 512 Direction, Lane # EB 1 NB 1 NB 2 NB 3 NB 4 SB 1 SB 2 SB 3 Volume Total 46 34 473 473 473 694 694 354 Volume Left 0 34 0 0 0 0 0 0 Volume Right 46 0 0 0 0 0 0 7 cSH 872 512 1700 1700 1700 1700 1700 1700 Volume to Capacity 0.05 0.07 0.28 0.28 0.28 0.41 0.41 0.21 Queue Length 95th (ft) 4 5 0 0 0 0 0 0 Control Delay (s) 9.4 12.5 0.0 0.0 0.0 0.0 0.0 0.0 Lane LOS A B Approach Delay (s) 9.4 0.3 0.0 Approach LOS A Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 54.3% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 3850: Pacific Hwy S & S 333 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement WBL WBR NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 0 65 1497 42 31 69 1747 Future Volume (Veh/h) 0 65 1497 42 31 69 1747 Sign Control Stop Free Free Grade -2% 2% -2% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 0 65 1497 42 0 69 1747 Pedestrians 16 16 Lane Width (ft) 12.0 12.0 Walking Speed (ft/s) 3.5 3.5 Percent Blockage 2 2 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 868 1136 pX, platoon unblocked 0.90 0.84 0.00 0.84 vC, conflicting volume 2254 536 0 1539 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 788 0 0 957 tC, single (s) 6.8 6.9 0.0 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 0.0 2.2 p0 queue free % 100 93 0 88 cM capacity (veh/h) 259 892 0 597 Direction, Lane # WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 SB 4 Volume Total 65 599 599 341 69 582 582 582 Volume Left 0 0 0 0 69 0 0 0 Volume Right 65 0 0 42 0 0 0 0 cSH 892 1700 1700 1700 597 1700 1700 1700 Volume to Capacity 0.07 0.35 0.35 0.20 0.12 0.34 0.34 0.34 Queue Length 95th (ft) 6 0 0 0 10 0 0 0 Control Delay (s) 9.4 0.0 0.0 0.0 11.8 0.0 0.0 0.0 Lane LOS A B Approach Delay (s) 9.4 0.0 0.4 Approach LOS A Intersection Summary Average Delay 0.4 Intersection Capacity Utilization 56.7% ICU Level of Service B Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 4350: 16 Av S & S 341 Pl Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 61 37 833 34 26 899 Future Volume (Veh/h) 61 37 833 34 26 899 Sign Control Stop Free Free Grade 0% -5% -1% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 61 37 833 34 26 899 Pedestrians 1 10 10 Lane Width (ft) 12.0 12.0 12.0 Walking Speed (ft/s) 3.5 3.5 3.5 Percent Blockage 0 1 1 Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) 820 420 pX, platoon unblocked 0.88 0.88 0.88 vC, conflicting volume 1362 444 868 vC1, stage 1 conf vol 851 vC2, stage 2 conf vol 512 vCu, unblocked vol 1135 90 572 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) 5.8 tF (s) 3.5 3.3 2.2 p0 queue free % 84 96 97 cM capacity (veh/h) 382 825 874 Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 SB 3 Volume Total 98 555 312 26 450 450 Volume Left 61 0 0 26 0 0 Volume Right 37 0 34 0 0 0 cSH 479 1700 1700 874 1700 1700 Volume to Capacity 0.20 0.33 0.18 0.03 0.26 0.26 Queue Length 95th (ft) 19 0 0 2 0 0 Control Delay (s) 14.4 0.0 0.0 9.2 0.0 0.0 Lane LOS B A Approach Delay (s) 14.4 0.0 0.3 Approach LOS B Intersection Summary Average Delay 0.9 Intersection Capacity Utilization 40.9% ICU Level of Service A Analysis Period (min) 15 HCM 6th Roundabout 1658: Military Rd S & S 298 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Intersection Intersection Delay, s/veh 9.6 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow, veh/h 34 1 622 879 Demand Flow Rate, veh/h 34 1 634 896 Vehicles Circulating, veh/h 827 646 32 14 Vehicles Exiting, veh/h 83 20 829 633 Ped Vol Crossing Leg, #/h 10 10 10 10 Ped Cap Adj 0.999 0.999 0.999 0.999 Approach Delay, s/veh 6.7 5.1 7.6 11.1 Approach LOS A A A B Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 Entry Flow, veh/h 34 1 634 896 Cap Entry Lane, veh/h 594 714 1336 1360 Entry HV Adj Factor 0.999 1.000 0.981 0.981 Flow Entry, veh/h 34 1 622 879 Cap Entry, veh/h 592 713 1309 1333 V/C Ratio 0.057 0.001 0.475 0.660 Control Delay, s/veh 6.7 5.1 7.6 11.1 LOS A A A B 95th %tile Queue, veh 0 0 3 5 HCM 6th Roundabout 2855: 23 Av S & S 317 St Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Intersection Intersection Delay, s/veh 8.0 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 1 2 2 Conflicting Circle Lanes 2 2 2 2 Adj Approach Flow, veh/h 36 553 547 624 Demand Flow Rate, veh/h 36 564 557 636 Vehicles Circulating, veh/h 987 394 126 402 Vehicles Exiting, veh/h 51 289 881 556 Ped Vol Crossing Leg, #/h 33 33 10 51 Ped Cap Adj 1.000 0.995 0.990 0.962 Approach Delay, s/veh 6.0 10.9 5.5 7.6 Approach LOS A B A A Lane Left Bypass Left Left Right Left Right Designated Moves LT R LTR LT R LT TR Assumed Moves LT R LTR LT R LT TR RT Channelized Yield Lane Util 1.000 1.000 0.689 0.311 0.470 0.530 Follow-Up Headway, s 2.535 2.535 2.667 2.535 2.667 2.535 Critical Headway, s 4.328 16 4.328 4.645 4.328 4.645 4.328 Entry Flow, veh/h 20 672 564 384 173 299 337 Cap Entry Lane, veh/h 614 0.980 1016 1202 1276 933 1009 Entry HV Adj Factor 0.990 16 0.980 0.981 0.983 0.980 0.981 Flow Entry, veh/h 20 659 553 377 170 293 331 Cap Entry, veh/h 608 0.024 991 1168 1241 879 952 V/C Ratio 0.033 5.7 0.558 0.323 0.137 0.333 0.347 Control Delay, s/veh 6.3 A 10.9 6.2 4.0 7.8 7.5 LOS A 0 B A A A A 95th %tile Queue, veh 0 4 1 0 1 2 HCM 6th Roundabout 2857: S 317 St & 28 Av S Redondo TOD 20-1043582-CN Synchro 10 Report Background 2025 Intersection Intersection Delay, s/veh 6.3 Intersection LOS A Approach EB WB SB Entry Lanes 1 1 1 Conflicting Circle Lanes 1 1 1 Adj Approach Flow, veh/h 310 291 398 Demand Flow Rate, veh/h 316 297 406 Vehicles Circulating, veh/h 275 97 202 Vehicles Exiting, veh/h 333 494 192 Ped Vol Crossing Leg, #/h 3 3 0 Ped Cap Adj 1.000 1.000 1.000 Approach Delay, s/veh 6.6 5.0 6.9 Approach LOS A A A Lane Left Left Left Designated Moves LT TR LR Assumed Moves LT TR LR RT Channelized Lane Util 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 Entry Flow, veh/h 316 297 406 Cap Entry Lane, veh/h 1042 1250 1123 Entry HV Adj Factor 0.980 0.980 0.980 Flow Entry, veh/h 310 291 398 Cap Entry, veh/h 1021 1224 1101 V/C Ratio 0.303 0.238 0.362 Control Delay, s/veh 6.6 5.0 6.9 LOS A A A 95th %tile Queue, veh 1 1 2 HCM Signalized Intersection Capacity Analysis 2549: 14 Av S & S 312 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 51 586 12 32 875 49 59 19 16 51 7 85 Future Volume (vph) 51 586 12 32 875 49 59 19 16 51 7 85 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 11 12 12 11 12 12 12 12 12 11 11 Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.99 0.98 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 0.97 0.96 1.00 Satd. Flow (prot) 1770 3411 1761 3356 1752 1725 1506 Flt Permitted 0.27 1.00 0.39 1.00 0.97 0.96 1.00 Satd. Flow (perm) 504 3411 722 3356 1752 1725 1506 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 51 586 12 32 875 49 59 19 16 51 7 85 RTOR Reduction (vph) 0 0 0 0 1 0 0 6 0 0 0 80 Lane Group Flow (vph) 51 598 0 32 923 0 0 88 0 0 58 5 Confl. Peds. (#/hr)9 9 6 6 15 15 Confl. Bikes (#/hr)7 2 Bus Blockages (#/hr) 0 0 0 0 4 0 4 0 0 0 0 4 Turn Type D.P+P NA D.P+P NA Split NA Split NA Prot Protected Phases 7 4 3 8 5 5 6 6 6 Permitted Phases 8 4 Actuated Green, G (s) 107.0 90.2 107.0 102.0 13.6 9.4 9.4 Effective Green, g (s) 107.0 90.2 107.0 102.0 13.6 9.4 9.4 Actuated g/C Ratio 0.71 0.60 0.71 0.68 0.09 0.06 0.06 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 401 2051 631 2282 158 108 94 v/s Ratio Prot 0.00 c0.18 0.01 c0.27 c0.05 c0.03 0.00 v/s Ratio Perm 0.09 0.03 v/c Ratio 0.13 0.29 0.05 0.40 0.55 0.54 0.06 Uniform Delay, d1 6.9 14.5 8.9 10.6 65.3 68.2 66.1 Progression Factor 0.31 1.06 0.27 0.70 1.00 1.00 1.00 Incremental Delay, d2 0.0 0.3 0.0 0.4 2.4 2.6 0.1 Delay (s) 2.2 15.7 2.4 7.8 67.7 70.7 66.2 Level of Service A B A A E E E Approach Delay (s) 14.6 7.7 67.7 68.1 Approach LOS B A E E Intersection Summary HCM 2000 Control Delay 17.9 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.43 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 55.3% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 2550: Pacific Hwy S & S 312 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (vph) 242 305 124 129 456 135 16 188 892 67 52 149 Future Volume (vph) 242 305 124 129 456 135 16 188 892 67 52 149 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 11 12 12 11 12 12 12 12 12 12 12 Grade (%) 1% 0% 0% Total Lost time (s) 6.0 6.0 6.0 6.0 5.0 5.0 5.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.91 1.00 Frpb, ped/bikes 1.00 0.99 1.00 0.99 1.00 0.99 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.96 1.00 0.97 1.00 0.99 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 Satd. Flow (prot) 1717 3218 1735 3243 1741 4955 1749 Flt Permitted 0.16 1.00 0.29 1.00 0.95 1.00 0.22 Satd. Flow (perm) 297 3218 527 3243 1741 4955 404 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 242 305 124 129 456 135 16 188 892 67 52 149 RTOR Reduction (vph) 0 35 0 0 19 0 0 0 5 0 0 0 Lane Group Flow (vph) 242 394 0 129 572 0 0 204 954 0 0 201 Confl. Peds. (#/hr) 14 14 29 29 42 42 42 29 29 Bus Blockages (#/hr) 6 2 4 4 4 6 4 4 6 2 6 2 Turn Type D.P+P NA D.P+P NA Prot Prot NA D.P+P D.P+P Protected Phases 7 4 3 8 5 5 2 1 1 Permitted Phases 8 4 2 2 Actuated Green, G (s) 51.2 28.3 51.2 31.7 25.0 65.9 78.8 Effective Green, g (s) 49.2 27.3 49.2 30.7 25.0 65.9 78.8 Actuated g/C Ratio 0.33 0.18 0.33 0.20 0.17 0.44 0.53 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 272 585 349 663 290 2176 327 v/s Ratio Prot c0.11 0.12 0.05 0.18 c0.12 0.19 0.05 v/s Ratio Perm c0.18 0.07 0.27 v/c Ratio 0.89 0.67 0.37 0.86 0.70 0.44 0.61 Uniform Delay, d1 41.2 57.2 48.1 57.6 59.0 29.2 20.4 Progression Factor 1.57 1.25 1.00 1.00 0.65 0.29 0.91 Incremental Delay, d2 26.6 2.4 0.2 10.8 5.7 0.6 2.0 Delay (s) 91.4 73.6 48.4 68.5 43.9 9.1 20.5 Level of Service F E D E D A C Approach Delay (s) 80.1 64.9 15.2 Approach LOS F E B Intersection Summary HCM 2000 Control Delay 38.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.78 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 22.0 Intersection Capacity Utilization 93.5% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 2550: Pacific Hwy S & S 312 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement SBT SBR Lane Configurations Traffic Volume (vph) 1280 321 Future Volume (vph) 1280 321 Ideal Flow (vphpl) 1900 1900 Lane Width 12 12 Grade (%) 0% Total Lost time (s) 5.0 6.0 Lane Util. Factor 0.91 1.00 Frpb, ped/bikes 1.00 0.93 Flpb, ped/bikes 1.00 1.00 Frt 1.00 0.85 Flt Protected 1.00 1.00 Satd. Flow (prot) 5058 1456 Flt Permitted 1.00 1.00 Satd. Flow (perm) 5058 1456 Peak-hour factor, PHF 1.00 1.00 Adj. Flow (vph) 1280 321 RTOR Reduction (vph) 0 152 Lane Group Flow (vph) 1280 169 Confl. Peds. (#/hr) 29 Bus Blockages (#/hr) 4 4 Turn Type NA Perm Protected Phases 6 Permitted Phases 6 Actuated Green, G (s) 53.8 53.8 Effective Green, g (s) 53.8 52.8 Actuated g/C Ratio 0.36 0.35 Clearance Time (s) 5.0 5.0 Vehicle Extension (s) 2.0 2.0 Lane Grp Cap (vph) 1814 512 v/s Ratio Prot c0.25 v/s Ratio Perm 0.12 v/c Ratio 0.71 0.33 Uniform Delay, d1 41.3 35.6 Progression Factor 0.61 0.93 Incremental Delay, d2 1.9 1.4 Delay (s) 27.2 34.5 Level of Service C C Approach Delay (s) 27.7 Approach LOS C Intersection Summary HCM Signalized Intersection Capacity Analysis 2552: 20 Av S & S 312 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 5 324 153 106 470 19 98 54 164 21 32 5 Future Volume (vph) 5 324 153 106 470 19 98 54 164 21 32 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 11 12 12 11 12 12 12 11 12 11 12 Grade (%) 5% -4% -1% 0% Total Lost time (s) 5.0 5.0 5.0 5.0 6.0 6.0 6.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 Frpb, ped/bikes 1.00 0.98 1.00 1.00 1.00 0.98 1.00 Flpb, ped/bikes 0.99 1.00 0.99 1.00 0.99 1.00 1.00 Frt 1.00 0.95 1.00 0.99 1.00 0.85 0.99 Flt Protected 0.95 1.00 0.95 1.00 0.97 1.00 0.98 Satd. Flow (prot) 1702 3097 1781 3441 1798 1488 1741 Flt Permitted 0.47 1.00 0.47 1.00 0.79 1.00 0.75 Satd. Flow (perm) 838 3097 882 3441 1463 1488 1338 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 5 324 153 106 470 19 98 54 164 21 32 5 RTOR Reduction (vph) 0 18 0 0 1 0 0 0 142 0 3 0 Lane Group Flow (vph) 5 459 0 106 488 0 0 152 22 0 55 0 Confl. Peds. (#/hr) 11 11 15 15 8 8 5 5 Bus Blockages (#/hr) 0 2 0 0 2 0 2 0 2 2 0 2 Turn Type D.P+P NA D.P+P NA Perm NA Perm Perm NA Protected Phases 1 6 5 2 4 8 Permitted Phases 2 6 4 4 8 Actuated Green, G (s) 113.8 107.3 113.8 111.2 21.2 21.2 21.2 Effective Green, g (s) 113.8 107.3 113.8 111.2 20.2 20.2 20.2 Actuated g/C Ratio 0.76 0.72 0.76 0.74 0.13 0.13 0.13 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 650 2215 708 2550 197 200 180 v/s Ratio Prot 0.00 c0.15 0.01 c0.14 v/s Ratio Perm 0.01 0.11 c0.10 0.01 0.04 v/c Ratio 0.01 0.21 0.15 0.19 0.77 0.11 0.30 Uniform Delay, d1 4.8 7.1 4.7 5.8 62.7 57.0 58.5 Progression Factor 1.00 1.00 1.00 1.00 0.68 0.56 1.00 Incremental Delay, d2 0.0 0.2 0.0 0.2 15.5 0.1 0.3 Delay (s) 4.8 7.3 4.7 6.0 58.3 31.7 58.9 Level of Service A A A A E C E Approach Delay (s) 7.3 5.8 44.5 58.9 Approach LOS A A D E Intersection Summary HCM 2000 Control Delay 16.9 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.30 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 50.6% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 2554: 23 Av S & S 312 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 312 146 68 414 209 111 Future Volume (vph) 312 146 68 414 209 111 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width 11 12 12 12 12 11 Grade (%) -8% 8% 0% Total Lost time (s) 5.0 5.0 6.0 5.0 6.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 0.94 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 1.00 0.85 Flt Protected 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1873 1544 1685 1774 1755 1531 Flt Permitted 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1873 1544 1685 1774 1755 1531 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 312 146 68 414 209 111 RTOR Reduction (vph) 0 54 0 0 0 94 Lane Group Flow (vph) 312 92 68 414 209 17 Confl. Peds. (#/hr) 10 1 Bus Blockages (#/hr) 0 2 2 2 2 0 Turn Type NA Perm Prot NA Prot Perm Protected Phases 6 5 2 4 Permitted Phases 6 4 4 Actuated Green, G (s) 94.1 94.1 18.4 117.5 22.5 22.5 Effective Green, g (s) 94.1 94.1 17.4 117.5 21.5 22.5 Actuated g/C Ratio 0.63 0.63 0.12 0.78 0.14 0.15 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 1174 968 195 1389 251 229 v/s Ratio Prot 0.17 0.04 c0.23 c0.12 v/s Ratio Perm 0.06 0.01 v/c Ratio 0.27 0.09 0.35 0.30 0.83 0.07 Uniform Delay, d1 12.5 11.1 61.1 4.6 62.5 54.8 Progression Factor 1.00 1.00 1.00 1.00 0.95 1.32 Incremental Delay, d2 0.6 0.2 0.4 0.5 19.4 0.0 Delay (s) 13.1 11.3 61.5 5.1 78.9 72.3 Level of Service B B E A E E Approach Delay (s) 12.5 13.1 76.6 Approach LOS B B E Intersection Summary HCM 2000 Control Delay 29.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.40 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 17.0 Intersection Capacity Utilization 47.4% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 2652: 20 Av S & S 314 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 28 16 54 35 18 24 44 232 34 23 240 10 Future Volume (vph) 28 16 54 35 18 24 44 232 34 23 240 10 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 11 11 12 12 12 12 11 12 12 11 12 Grade (%) 3% 1% 4% -5% Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 0.95 1.00 0.94 1.00 0.99 1.00 1.00 Flpb, ped/bikes 0.96 1.00 0.93 1.00 0.98 1.00 0.99 1.00 Frt 1.00 0.88 1.00 0.91 1.00 0.98 1.00 0.99 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1672 1493 1635 1600 1703 1716 1803 1832 Flt Permitted 0.73 1.00 0.71 1.00 0.60 1.00 0.60 1.00 Satd. Flow (perm) 1284 1493 1224 1600 1083 1716 1130 1832 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 28 16 54 35 18 24 44 232 34 23 240 10 RTOR Reduction (vph) 0 50 0 0 22 0 0 1 0 0 0 0 Lane Group Flow (vph) 28 20 0 35 20 0 44 265 0 23 250 0 Confl. Peds. (#/hr) 11 11 20 20 10 10 3 3 Turn Type Perm NA Perm NA D.P+P NA D.P+P NA Protected Phases 6 2 7 4 3 8 Permitted Phases 6 2 8 4 Actuated Green, G (s) 11.7 11.7 11.7 11.7 123.3 120.3 123.3 118.3 Effective Green, g (s) 10.7 10.7 10.7 10.7 121.3 119.3 121.3 117.3 Actuated g/C Ratio 0.07 0.07 0.07 0.07 0.81 0.80 0.81 0.78 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 91 106 87 114 892 1364 922 1432 v/s Ratio Prot 0.01 0.01 c0.00 c0.15 0.00 0.14 v/s Ratio Perm 0.02 c0.03 0.04 0.02 v/c Ratio 0.31 0.19 0.40 0.17 0.05 0.19 0.02 0.17 Uniform Delay, d1 66.1 65.6 66.6 65.5 2.9 3.7 2.8 4.1 Progression Factor 1.00 1.00 1.03 1.06 1.01 1.07 0.90 0.88 Incremental Delay, d2 0.7 0.3 1.1 0.3 0.0 0.3 0.0 0.3 Delay (s) 66.8 65.9 69.9 69.8 2.9 4.3 2.5 3.9 Level of Service E E E E A A A A Approach Delay (s) 66.1 69.8 4.1 3.8 Approach LOS E E A A Intersection Summary HCM 2000 Control Delay 18.7 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.21 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 45.7% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 2654: 23 Av S & S 314 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 6 0 56 4 1 9 1 51 306 2 2 213 Future Volume (vph) 6 0 56 4 1 9 1 51 306 2 2 213 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 12 12 12 12 12 12 12 11 12 12 11 Grade (%) -6% 6% 7% -7% Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 0.97 0.98 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 0.96 1.00 0.99 1.00 Frt 0.88 0.91 1.00 1.00 1.00 0.99 Flt Protected 1.00 0.99 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1617 1599 1644 1721 1806 1832 Flt Permitted 0.96 0.89 0.62 1.00 0.57 1.00 Satd. Flow (perm) 1566 1449 1071 1721 1082 1832 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 6 0 56 4 1 9 1 51 306 2 2 213 RTOR Reduction (vph) 0 59 0 0 9 0 0 0 0 0 0 0 Lane Group Flow (vph) 0 3 0 0 5 0 0 52 308 0 2 223 Confl. Peds. (#/hr) 4 4 1 1 10 7 7 7 Bus Blockages (#/hr) 2 0 2 2 0 2 0 0 2 0 0 2 Turn Type Perm NA Perm NA custom D.P+P NA D.P+P NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 5 6 2 Actuated Green, G (s) 8.8 8.8 126.2 118.4 126.2 121.9 Effective Green, g (s) 7.8 7.8 124.2 117.4 124.2 120.9 Actuated g/C Ratio 0.05 0.05 0.83 0.78 0.83 0.81 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 81 75 899 1346 928 1476 v/s Ratio Prot 0.00 c0.18 0.00 c0.12 v/s Ratio Perm 0.00 c0.00 0.05 0.00 v/c Ratio 0.04 0.07 0.06 0.23 0.00 0.15 Uniform Delay, d1 67.5 67.7 2.3 4.3 2.4 3.2 Progression Factor 2.06 1.00 0.87 1.34 0.77 0.68 Incremental Delay, d2 0.1 0.2 0.0 0.4 0.0 0.2 Delay (s) 139.4 67.8 2.0 6.2 1.8 2.4 Level of Service F E A A A A Approach Delay (s) 139.4 67.8 5.6 2.4 Approach LOS F E A A Intersection Summary HCM 2000 Control Delay 18.4 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.22 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 41.1% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 2654: 23 Av S & S 314 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement SBR Lane Configurations Traffic Volume (vph) 10 Future Volume (vph) 10 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, PHF 1.00 Adj. Flow (vph) 10 RTOR Reduction (vph) 0 Lane Group Flow (vph) 0 Confl. Peds. (#/hr) 7 Bus Blockages (#/hr) 0 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary HCM Signalized Intersection Capacity Analysis 2750: Pacific Hwy S & S 316 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (vph) 87 67 105 149 81 123 72 181 1078 98 33 91 Future Volume (vph) 87 67 105 149 81 123 72 181 1078 98 33 91 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 11 12 12 11 12 12 12 12 12 12 12 Grade (%) -2% 0% 2% Total Lost time (s) 6.0 6.0 6.0 6.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.91 1.00 Frpb, ped/bikes 1.00 0.97 1.00 0.98 1.00 0.99 1.00 Flpb, ped/bikes 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Frt 1.00 0.91 1.00 0.91 1.00 0.99 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 Satd. Flow (prot) 1734 1561 1731 1607 1752 4893 1731 Flt Permitted 0.32 1.00 0.46 1.00 0.95 1.00 0.19 Satd. Flow (perm) 575 1561 839 1607 1752 4893 347 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 87 67 105 149 81 123 72 181 1078 98 33 91 RTOR Reduction (vph) 0 40 0 0 41 0 0 0 6 0 0 0 Lane Group Flow (vph) 87 132 0 149 163 0 0 253 1170 0 0 124 Confl. Peds. (#/hr) 25 25 14 14 19 19 19 25 25 Bus Blockages (#/hr) 6 7 4 4 0 6 4 0 6 7 6 7 Turn Type D.P+P NA D.P+P NA Prot Prot NA D.P+P D.P+P Protected Phases 7 4 3 8 5 5 2 1 1 Permitted Phases 8 4 2 2 Actuated Green, G (s) 31.2 25.9 31.2 22.0 25.4 87.8 98.8 Effective Green, g (s) 29.2 24.9 29.2 21.0 25.4 87.8 98.8 Actuated g/C Ratio 0.19 0.17 0.19 0.14 0.17 0.59 0.66 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 175 259 188 224 296 2864 330 v/s Ratio Prot c0.03 0.08 c0.02 0.10 c0.14 0.24 0.03 v/s Ratio Perm 0.07 c0.13 0.22 v/c Ratio 0.50 0.51 0.79 0.73 0.85 0.41 0.38 Uniform Delay, d1 62.1 57.0 62.2 61.7 60.5 16.9 20.5 Progression Factor 1.00 1.00 0.82 1.46 0.80 1.97 0.62 Incremental Delay, d2 0.8 0.6 18.2 9.2 14.3 0.3 0.2 Delay (s) 62.9 57.6 69.6 99.6 62.7 33.7 12.9 Level of Service E E E F E C B Approach Delay (s) 59.4 86.9 38.8 Approach LOS E F D Intersection Summary HCM 2000 Control Delay 35.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.70 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 22.0 Intersection Capacity Utilization 90.0% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 2750: Pacific Hwy S & S 316 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement SBT SBR Lane Configurations Traffic Volume (vph) 1433 51 Future Volume (vph) 1433 51 Ideal Flow (vphpl) 1900 1900 Lane Width 12 12 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) 5063 Flt Permitted 1.00 Satd. Flow (perm) 5063 Peak-hour factor, PHF 1.00 1.00 Adj. Flow (vph) 1433 51 RTOR Reduction (vph) 2 0 Lane Group Flow (vph) 1482 0 Confl. Peds. (#/hr) 25 Bus Blockages (#/hr) 4 0 Turn Type NA Protected Phases 6 Permitted Phases Actuated Green, G (s) 73.4 Effective Green, g (s) 73.4 Actuated g/C Ratio 0.49 Clearance Time (s) 5.0 Vehicle Extension (s) 2.0 Lane Grp Cap (vph) 2477 v/s Ratio Prot c0.29 v/s Ratio Perm v/c Ratio 0.60 Uniform Delay, d1 27.7 Progression Factor 0.63 Incremental Delay, d2 0.8 Delay (s) 18.2 Level of Service B Approach Delay (s) 17.8 Approach LOS B Intersection Summary HCM Signalized Intersection Capacity Analysis 2752: 20 Av S & S 316 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 25 138 62 55 209 90 35 198 34 62 234 37 Future Volume (vph) 25 138 62 55 209 90 35 198 34 62 234 37 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 11 12 12 11 12 12 11 12 12 11 12 Grade (%) 1% 1% 4% -6% Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 0.98 1.00 0.98 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 0.99 1.00 0.98 1.00 1.00 1.00 Frt 1.00 0.95 1.00 0.95 1.00 0.98 1.00 0.98 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1757 1632 1739 1606 1639 1708 1764 1809 Flt Permitted 0.25 1.00 0.43 1.00 0.56 1.00 0.59 1.00 Satd. Flow (perm) 468 1632 784 1606 963 1708 1096 1809 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 25 138 62 55 209 90 35 198 34 62 234 37 RTOR Reduction (vph) 0 14 0 0 13 0 0 3 0 0 2 0 Lane Group Flow (vph) 25 186 0 55 286 0 35 229 0 62 269 0 Confl. Peds. (#/hr) 8 8 13 13 13 13 3 3 Bus Blockages (#/hr) 0 7 0 0 10 0 10 0 7 7 0 10 Turn Type D.P+P NA D.P+P NA D.P+P NA D.P+P NA Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 2 6 8 4 Actuated Green, G (s) 36.5 29.5 36.5 32.4 93.5 88.0 93.5 88.7 Effective Green, g (s) 34.5 28.5 34.5 31.4 91.5 87.0 91.5 87.7 Actuated g/C Ratio 0.23 0.19 0.23 0.21 0.61 0.58 0.61 0.58 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 134 310 218 336 604 990 688 1057 v/s Ratio Prot 0.00 0.11 c0.01 c0.18 0.00 0.13 c0.00 c0.15 v/s Ratio Perm 0.04 0.05 0.03 0.05 v/c Ratio 0.19 0.60 0.25 0.85 0.06 0.23 0.09 0.25 Uniform Delay, d1 46.2 55.5 46.2 57.1 11.7 15.3 11.9 15.2 Progression Factor 1.04 1.05 1.00 1.00 0.45 0.68 0.98 1.02 Incremental Delay, d2 0.2 2.1 0.2 17.8 0.0 0.4 0.0 0.6 Delay (s) 48.3 60.3 46.4 74.9 5.3 10.8 11.7 16.0 Level of Service D E D E A B B B Approach Delay (s) 59.0 70.4 10.1 15.2 Approach LOS E E B B Intersection Summary HCM 2000 Control Delay 39.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.40 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 24.0 Intersection Capacity Utilization 61.9% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 2754: 23 Av S & S 316 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 45 182 233 316 239 31 Future Volume (vph) 45 182 233 316 239 31 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width 12 11 12 11 11 12 Grade (%) 0% 4% -7% Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 0.97 1.00 1.00 1.00 Flpb, ped/bikes 0.84 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.98 Flt Protected 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1472 1474 1730 1751 1814 Flt Permitted 0.95 1.00 0.55 1.00 1.00 Satd. Flow (perm) 1472 1474 996 1751 1814 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 45 182 233 316 239 31 RTOR Reduction (vph) 0 120 0 0 2 0 Lane Group Flow (vph) 45 62 233 316 268 0 Confl. Peds. (#/hr) 25 25 2 2 Bus Blockages (#/hr) 2 2 0 2 2 0 Turn Type custom pm+ov D.P+P NA NA Protected Phases 3 1 1 6 2 Permitted Phases 4 8 2 Actuated Green, G (s) 9.4 53.4 120.6 125.6 81.6 Effective Green, g (s) 7.4 51.4 118.6 124.6 80.6 Actuated g/C Ratio 0.05 0.34 0.79 0.83 0.54 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 131 564 973 1454 974 v/s Ratio Prot c0.01 0.03 c0.06 0.18 c0.15 v/s Ratio Perm 0.02 0.01 0.13 v/c Ratio 0.34 0.11 0.24 0.22 0.27 Uniform Delay, d1 69.2 33.7 6.0 2.6 18.8 Progression Factor 1.00 1.00 1.00 1.00 0.89 Incremental Delay, d2 0.6 0.0 0.0 0.3 0.7 Delay (s) 69.8 33.7 6.1 3.0 17.5 Level of Service E C A A B Approach Delay (s) 40.9 4.3 17.5 Approach LOS D A B Intersection Summary HCM 2000 Control Delay 15.6 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.28 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 23.0 Intersection Capacity Utilization 47.1% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 3048: 11 Pl S & S 320 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 9 1175 221 67 1603 22 392 17 109 40 10 9 Future Volume (vph) 9 1175 221 67 1603 22 392 17 109 40 10 9 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 11 12 12 11 12 12 12 12 12 12 12 Grade (%) 2% -1% 2% -3% Total Lost time (s) 5.0 5.0 5.0 5.0 5.5 5.5 6.0 6.0 Lane Util. Factor 1.00 0.95 1.00 0.95 0.95 0.95 1.00 1.00 Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 0.99 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 1.00 1.00 0.93 1.00 0.93 Flt Protected 0.95 1.00 0.95 1.00 0.95 0.98 0.95 1.00 Satd. Flow (prot) 1752 3237 1778 3373 1611 1580 1767 1728 Flt Permitted 0.07 1.00 0.10 1.00 0.95 0.98 0.95 1.00 Satd. Flow (perm) 132 3237 190 3373 1611 1580 1767 1728 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 9 1175 221 67 1603 22 392 17 109 40 10 9 RTOR Reduction (vph) 0 9 0 0 0 0 0 18 0 0 8 0 Lane Group Flow (vph) 9 1387 0 67 1625 0 267 233 0 40 11 0 Confl. Peds. (#/hr) 17 17 13 13 7 7 11 11 Bus Blockages (#/hr) 0 4 0 0 8 0 8 0 4 4 0 8 Turn Type D.P+P NA D.P+P NA Split NA Split NA Protected Phases 5 2 1 6 8 8 4 4 Permitted Phases 6 2 Actuated Green, G (s) 92.0 84.6 92.0 91.0 26.4 26.4 11.6 11.6 Effective Green, g (s) 92.0 84.6 92.0 91.0 25.9 25.9 10.6 10.6 Actuated g/C Ratio 0.61 0.56 0.61 0.61 0.17 0.17 0.07 0.07 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 91 1825 194 2046 278 272 124 122 v/s Ratio Prot 0.00 0.43 c0.02 c0.48 c0.17 0.15 c0.02 0.01 v/s Ratio Perm 0.06 0.19 v/c Ratio 0.10 0.76 0.35 0.79 0.96 0.86 0.32 0.09 Uniform Delay, d1 39.0 25.0 39.4 22.4 61.5 60.2 66.3 65.2 Progression Factor 1.00 1.00 0.89 0.83 0.96 0.95 1.00 1.00 Incremental Delay, d2 0.2 3.0 0.3 2.1 42.7 21.4 0.6 0.1 Delay (s) 39.2 28.0 35.2 20.8 101.8 78.9 66.8 65.3 Level of Service D C D C F E E E Approach Delay (s) 28.1 21.3 90.7 66.3 Approach LOS C C F E Intersection Summary HCM 2000 Control Delay 34.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.79 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 21.5 Intersection Capacity Utilization 91.2% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 3050: Pacific Hwy S & S 320 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Volume (vph) 51 384 970 109 39 361 1355 270 65 226 858 170 Future Volume (vph) 51 384 970 109 39 361 1355 270 65 226 858 170 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) -6% 0% 2% Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 0.97 0.91 0.97 0.91 1.00 0.97 0.91 Frpb, ped/bikes 1.00 0.99 1.00 1.00 0.97 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 1.00 0.85 1.00 0.98 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3536 5103 3433 5031 1538 3344 4878 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3536 5103 3433 5031 1538 3344 4878 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 51 384 970 109 39 361 1355 270 65 226 858 170 RTOR Reduction (vph) 0 0 8 0 0 0 0 82 0 0 20 0 Lane Group Flow (vph) 0 435 1071 0 0 400 1355 188 0 291 1008 0 Confl. Peds. (#/hr) 35 35 35 15 15 15 24 24 24 Bus Blockages (#/hr) 8 0 4 0 4 0 8 0 0 8 0 4 Turn Type Prot Prot NA Prot Prot NA Perm Prot Prot NA Protected Phases 1 1 6 5 5 2 3 3 8 Permitted Phases 2 Actuated Green, G (s) 24.0 53.5 21.2 50.7 50.7 16.9 39.0 Effective Green, g (s) 24.0 53.5 21.2 50.7 50.7 16.9 39.0 Actuated g/C Ratio 0.16 0.36 0.14 0.34 0.34 0.11 0.26 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 565 1820 485 1700 519 376 1268 v/s Ratio Prot c0.12 0.21 0.12 c0.27 0.09 c0.21 v/s Ratio Perm 0.12 v/c Ratio 0.77 0.59 0.82 0.80 0.36 0.77 0.79 Uniform Delay, d1 60.4 39.3 62.6 45.0 37.5 64.7 51.8 Progression Factor 0.91 0.88 0.90 0.64 0.36 0.70 0.70 Incremental Delay, d2 4.5 1.1 7.3 2.7 1.3 7.5 4.4 Delay (s) 59.2 35.6 63.3 31.7 14.9 52.9 40.5 Level of Service E D E C B D D Approach Delay (s) 42.4 35.7 43.2 Approach LOS D D D Intersection Summary HCM 2000 Control Delay 44.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.79 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 103.5% ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 3050: Pacific Hwy S & S 320 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement SBU SBL SBT SBR Lane Configurations Traffic Volume (vph) 49 251 863 274 Future Volume (vph) 49 251 863 274 Ideal Flow (vphpl) 1900 1900 1900 1900 Grade (%) -2% Total Lost time (s) 5.0 5.0 5.0 Lane Util. Factor 0.97 0.91 1.00 Frpb, ped/bikes 1.00 1.00 0.96 Flpb, ped/bikes 1.00 1.00 1.00 Frt 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 Satd. Flow (prot) 3440 5136 1490 Flt Permitted 0.95 1.00 1.00 Satd. Flow (perm) 3440 5136 1490 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 Adj. Flow (vph) 49 251 863 274 RTOR Reduction (vph) 0 0 0 100 Lane Group Flow (vph) 0 300 863 174 Confl. Peds. (#/hr) 19 19 19 Bus Blockages (#/hr) 0 4 0 8 Turn Type Prot Prot NA Perm Protected Phases 7 7 4 Permitted Phases 4 Actuated Green, G (s) 16.3 38.4 38.4 Effective Green, g (s) 16.3 38.4 38.4 Actuated g/C Ratio 0.11 0.26 0.26 Clearance Time (s) 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 Lane Grp Cap (vph) 373 1314 381 v/s Ratio Prot c0.09 0.17 v/s Ratio Perm 0.12 v/c Ratio 0.80 0.66 0.46 Uniform Delay, d1 65.3 49.9 47.0 Progression Factor 0.99 0.99 1.27 Incremental Delay, d2 9.3 2.1 3.2 Delay (s) 73.8 51.4 62.8 Level of Service E D E Approach Delay (s) 58.3 Approach LOS E Intersection Summary HCM Signalized Intersection Capacity Analysis 3052: 20 Av S & S 320 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 15 190 1035 75 118 1859 143 124 82 92 218 89 Future Volume (vph) 15 190 1035 75 118 1859 143 124 82 92 218 89 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 11 11 11 12 11 11 12 11 11 12 11 11 Grade (%) -3% 2% -1% -3% Total Lost time (s) 5.0 5.0 5.0 5.0 5.5 5.5 5.5 5.5 Lane Util. Factor 0.97 0.91 0.97 0.91 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.99 1.00 0.92 1.00 0.91 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3368 4905 3285 4773 1690 1650 1702 1634 Flt Permitted 0.95 1.00 0.95 1.00 0.26 1.00 0.37 1.00 Satd. Flow (perm) 3368 4905 3285 4773 458 1650 662 1634 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 15 190 1035 75 118 1859 143 124 82 92 218 89 RTOR Reduction (vph) 0 0 5 0 0 5 0 0 30 0 0 40 Lane Group Flow (vph) 0 205 1105 0 118 1997 0 124 144 0 218 182 Confl. Peds. (#/hr) 7 7 7 18 18 4 4 12 Bus Blockages (#/hr) 4 0 4 0 0 4 0 4 0 4 4 0 Turn Type Prot Prot NA Prot NA D.P+P NA D.P+P NA Protected Phases 5 5 2 1 6 7 4 3 8 Permitted Phases 8 4 Actuated Green, G (s) 11.5 85.0 10.0 83.5 35.0 20.2 35.0 22.0 Effective Green, g (s) 11.5 85.0 10.0 83.5 34.0 19.7 34.0 21.5 Actuated g/C Ratio 0.08 0.57 0.07 0.56 0.23 0.13 0.23 0.14 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 258 2779 219 2656 206 216 249 234 v/s Ratio Prot c0.06 0.23 0.04 c0.42 0.05 0.09 0.08 c0.11 v/s Ratio Perm 0.09 c0.11 v/c Ratio 0.79 0.40 0.54 0.75 0.60 0.67 0.88 0.78 Uniform Delay, d1 68.1 18.2 67.8 25.4 59.9 62.0 53.1 61.9 Progression Factor 0.76 1.32 1.00 1.00 1.00 1.00 1.01 0.88 Incremental Delay, d2 11.4 0.3 1.3 2.0 3.4 6.0 26.3 13.6 Delay (s) 63.4 24.4 69.0 27.4 63.2 68.0 79.8 68.3 Level of Service E C E C E E E E Approach Delay (s) 30.5 29.7 66.0 74.0 Approach LOS C C E E Intersection Summary HCM 2000 Control Delay 37.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.79 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 21.0 Intersection Capacity Utilization 86.8% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 3052: 20 Av S & S 320 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement SBR Lane Configurations Traffic Volume (vph) 133 Future 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, PHF 1.00 Adj. Flow (vph) 133 RTOR Reduction (vph) 0 Lane Group Flow (vph) 0 Confl. Peds. (#/hr) 12 Bus Blockages (#/hr) 4 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary HCM Signalized Intersection Capacity Analysis 3055: 23 Av S & S 320 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 3 117 1174 37 387 1845 215 84 182 343 413 256 Future Volume (vph) 3 117 1174 37 387 1845 215 84 182 343 413 256 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 5% -5% 1% 0% Total Lost time (s) 5.0 5.0 5.0 5.0 5.5 5.5 5.0 5.5 5.5 Lane Util. Factor 0.97 0.91 0.97 0.91 1.00 1.00 1.00 0.97 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.98 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3240 4887 3448 5088 1733 1735 1512 3392 1788 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3240 4887 3448 5088 1733 1735 1512 3392 1788 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 3 117 1174 37 387 1845 215 84 182 343 413 256 RTOR Reduction (vph) 0 0 2 0 0 8 0 0 0 35 0 0 Lane Group Flow (vph) 0 120 1209 0 387 2052 0 84 182 308 413 256 Confl. Peds. (#/hr) 25 25 25 10 10 17 17 4 Bus Blockages (#/hr) 4 16 6 10 10 4 16 4 16 6 6 10 Turn Type Prot Prot NA Prot NA Prot NA pm+ov Prot NA Protected Phases 7 7 4 3 8 5 2 3 1 6 Permitted Phases 2 Actuated Green, G (s) 9.3 62.5 23.3 76.5 15.8 24.4 47.7 19.8 28.4 Effective Green, g (s) 9.3 62.5 23.3 76.5 15.3 23.9 47.7 19.3 27.9 Actuated g/C Ratio 0.06 0.42 0.16 0.51 0.10 0.16 0.32 0.13 0.19 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 200 2036 535 2594 176 276 531 436 332 v/s Ratio Prot 0.04 0.25 c0.11 c0.40 0.05 0.10 0.09 c0.12 c0.14 v/s Ratio Perm 0.11 v/c Ratio 0.60 0.59 0.72 0.79 0.48 0.66 0.58 0.95 0.77 Uniform Delay, d1 68.5 33.9 60.3 30.2 63.6 59.2 42.8 64.8 58.0 Progression Factor 1.00 1.00 0.72 0.54 0.93 0.87 0.84 1.00 1.00 Incremental Delay, d2 3.2 1.3 2.7 1.7 0.7 4.2 1.0 29.5 9.7 Delay (s) 71.7 35.2 45.8 18.0 60.0 55.9 37.0 94.3 67.7 Level of Service E D D B E E D F E Approach Delay (s) 38.5 22.4 45.8 78.5 Approach LOS D C D E Intersection Summary HCM 2000 Control Delay 38.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.84 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 21.0 Intersection Capacity Utilization 92.4% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 3055: 23 Av S & S 320 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement SBR Lane Configurations Traffic Volume (vph) 139 Future Volume (vph) 139 Ideal Flow (vphpl) 1900 Grade (%) Total Lost time (s) 6.0 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) 1532 Flt Permitted 1.00 Satd. Flow (perm) 1532 Peak-hour factor, PHF 1.00 Adj. Flow (vph) 139 RTOR Reduction (vph) 101 Lane Group Flow (vph) 38 Confl. Peds. (#/hr) 4 Bus Blockages (#/hr) 4 Turn Type Perm Protected Phases Permitted Phases 6 Actuated Green, G (s) 28.4 Effective Green, g (s) 27.4 Actuated g/C Ratio 0.18 Clearance Time (s) 5.0 Vehicle Extension (s) 2.0 Lane Grp Cap (vph) 279 v/s Ratio Prot v/s Ratio Perm 0.02 v/c Ratio 0.13 Uniform Delay, d1 51.4 Progression Factor 1.00 Incremental Delay, d2 0.1 Delay (s) 51.4 Level of Service D Approach Delay (s) Approach LOS Intersection Summary HCM Signalized Intersection Capacity Analysis 3056: 25 Av S/Gateway Center Blvd S & S 320 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 2 44 1873 14 6 2336 245 23 2 41 154 0 Future Volume (vph) 2 44 1873 14 6 2336 245 23 2 41 154 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 2% -1% 2% -1% Total Lost time (s) 5.0 5.0 5.0 5.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.99 1.00 0.86 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1752 4987 1778 5012 1736 1560 1733 1568 Flt Permitted 0.95 1.00 0.95 1.00 0.72 1.00 0.73 1.00 Satd. Flow (perm) 1752 4987 1778 5012 1312 1560 1330 1568 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 2 44 1873 14 6 2336 245 23 2 41 154 0 RTOR Reduction (vph) 0 0 0 0 0 6 0 0 37 0 0 52 Lane Group Flow (vph) 0 46 1887 0 6 2575 0 23 6 0 154 8 Confl. Peds. (#/hr) 3 3 3 2 2 1 1 2 Bus Blockages (#/hr) 2 0 6 0 0 2 0 2 0 6 6 0 Turn Type Prot Prot NA Prot NA D.P+P NA D.P+P NA Protected Phases 5 5 2 1 6 7 4 3 8 Permitted Phases 8 4 Actuated Green, G (s) 11.0 102.5 1.2 92.7 26.3 15.6 26.3 20.4 Effective Green, g (s) 11.0 102.5 1.2 92.7 24.3 14.6 24.3 19.4 Actuated g/C Ratio 0.07 0.68 0.01 0.62 0.16 0.10 0.16 0.13 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 128 3407 14 3097 226 151 241 202 v/s Ratio Prot 0.03 c0.38 0.00 c0.51 0.00 0.00 c0.04 0.00 v/s Ratio Perm 0.01 c0.06 v/c Ratio 0.36 0.55 0.43 0.83 0.10 0.04 0.64 0.04 Uniform Delay, d1 66.1 12.1 74.1 22.5 53.6 61.3 58.9 57.1 Progression Factor 0.95 0.47 1.05 1.26 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.5 0.5 5.9 2.2 0.1 0.0 4.1 0.0 Delay (s) 63.2 6.2 83.6 30.5 53.7 61.4 63.0 57.2 Level of Service E A F C D E E E Approach Delay (s) 7.5 30.7 58.7 61.3 Approach LOS A C E E Intersection Summary HCM 2000 Control Delay 23.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.78 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 22.0 Intersection Capacity Utilization 75.7% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 3056: 25 Av S/Gateway Center Blvd S & S 320 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement SBR Lane Configurations Traffic Volume (vph) 60 Future Volume (vph) 60 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, PHF 1.00 Adj. Flow (vph) 60 RTOR Reduction (vph) 0 Lane Group Flow (vph) 0 Confl. Peds. (#/hr) 2 Bus Blockages (#/hr) 2 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary HCM Signalized Intersection Capacity Analysis 3057: I-5 SB Ramp & S 320 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 1744 444 199 1529 0 0 0 0 656 5 1061 Future Volume (vph) 0 1744 444 199 1529 0 0 0 0 656 5 1061 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 1% 0% 2% 2% Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 0.91 1.00 1.00 0.91 0.95 0.95 0.76 Frpb, ped/bikes 1.00 0.97 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.85 Flt Protected 1.00 1.00 0.95 1.00 0.95 0.95 1.00 Satd. Flow (prot) 5046 1507 1741 5072 1651 1670 3564 Flt Permitted 1.00 1.00 0.06 1.00 0.95 0.95 1.00 Satd. Flow (perm) 5046 1507 108 5072 1651 1670 3564 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 0 1744 444 199 1529 0 0 0 0 656 5 1061 RTOR Reduction (vph) 0 0 181 0 0 0 0 0 0 0 0 32 Lane Group Flow (vph) 0 1744 263 199 1529 0 0 0 0 328 333 1029 Confl. Peds. (#/hr) 2 2 5 5 Bus Blockages (#/hr) 0 2 4 4 2 0 2 0 2 2 0 2 Turn Type NA Perm D.P+P NA Split NA custom Protected Phases 2 1 6 4 4 4 5 Permitted Phases 2 2 Actuated Green, G (s) 68.1 68.1 91.1 83.5 43.9 43.9 56.5 Effective Green, g (s) 68.1 68.1 91.1 83.5 43.9 43.9 56.5 Actuated g/C Ratio 0.45 0.45 0.61 0.56 0.29 0.29 0.38 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 2290 684 315 2823 483 488 1342 v/s Ratio Prot c0.35 c0.10 0.30 0.20 0.20 c0.29 v/s Ratio Perm 0.17 0.29 v/c Ratio 0.76 0.38 0.63 0.54 0.68 0.68 0.77 Uniform Delay, d1 34.2 27.1 45.5 21.1 46.8 46.9 41.0 Progression Factor 0.97 1.86 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.2 1.4 3.0 0.8 3.0 3.1 2.4 Delay (s) 35.2 51.7 48.5 21.9 49.8 50.0 43.4 Level of Service D D D C D D D Approach Delay (s) 38.6 24.9 0.0 45.9 Approach LOS D C A D Intersection Summary HCM 2000 Control Delay 36.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.76 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 15.0 Intersection Capacity Utilization 75.5% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 3255: 23 Av S & S 322 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 72 3 41 62 3 95 28 494 18 54 526 34 Future Volume (vph) 72 3 41 62 3 95 28 494 18 54 526 34 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% -3% 0% -2% Total Lost time (s) 6.0 6.0 6.0 6.0 5.5 5.5 5.5 5.5 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.86 1.00 0.85 1.00 0.99 1.00 0.99 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1699 1602 1712 1580 1767 3447 1779 3461 Flt Permitted 0.59 1.00 0.73 1.00 0.43 1.00 0.45 1.00 Satd. Flow (perm) 1062 1602 1312 1580 791 3447 840 3461 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 72 3 41 62 3 95 28 494 18 54 526 34 RTOR Reduction (vph) 0 37 0 0 87 0 0 1 0 0 1 0 Lane Group Flow (vph) 72 7 0 62 11 0 28 511 0 54 559 0 Confl. Peds. (#/hr)6 6 2 2 7 7 Bus Blockages (#/hr) 10 0 10 10 0 10 0 10 0 0 10 0 Turn Type D.P+P NA D.P+P NA D.P+P NA D.P+P NA Protected Phases 3 8 7 4 1 6 5 2 Permitted Phases 4 8 2 6 Actuated Green, G (s) 24.0 16.0 24.0 14.1 106.0 101.1 106.0 102.6 Effective Green, g (s) 22.0 15.0 22.0 13.1 105.0 100.6 105.0 102.1 Actuated g/C Ratio 0.15 0.10 0.15 0.09 0.70 0.67 0.70 0.68 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 193 160 211 137 572 2311 615 2355 v/s Ratio Prot c0.02 0.00 0.01 0.01 0.00 0.15 c0.00 c0.16 v/s Ratio Perm c0.03 0.03 0.03 0.06 v/c Ratio 0.37 0.04 0.29 0.08 0.05 0.22 0.09 0.24 Uniform Delay, d1 57.0 61.0 56.7 62.9 6.9 9.6 7.0 9.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.07 0.08 Incremental Delay, d2 0.4 0.0 0.3 0.1 0.0 0.2 0.0 0.2 Delay (s) 57.5 61.1 56.9 63.0 6.9 9.8 0.5 0.9 Level of Service E E E E A A A A Approach Delay (s) 58.8 60.7 9.6 0.9 Approach LOS E E A A Intersection Summary HCM 2000 Control Delay 15.6 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.26 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 23.0 Intersection Capacity Utilization 47.9% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 3348: 13 Pl S/11 Pl S & S 324 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement SEL SET NWT NWR SWL SWR Lane Configurations Traffic Volume (vph) 137 183 173 249 227 206 Future Volume (vph) 137 183 173 249 227 206 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width 12 12 12 12 12 11 Grade (%) -2% 1% 2% Total Lost time (s) 5.5 5.5 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.97 1.00 1.00 Flpb, ped/bikes 0.99 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.85 1.00 0.85 Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1753 1866 1853 1512 1738 1510 Flt Permitted 0.65 1.00 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1190 1866 1853 1512 1738 1510 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 137 183 173 249 227 206 RTOR Reduction (vph) 0 0 0 99 0 157 Lane Group Flow (vph) 137 183 173 150 227 49 Confl. Peds. (#/hr) 6 3 Confl. Bikes (#/hr)1 1 Bus Blockages (#/hr) 2 2 0 2 2 0 Turn Type D.P+P NA NA Perm custom pt+ov Protected Phases 1 6 2 3 3 1 Permitted Phases 2 2 4 4 Actuated Green, G (s) 99.7 104.7 91.1 91.1 30.3 38.9 Effective Green, g (s) 98.7 104.2 90.1 90.1 28.3 35.9 Actuated g/C Ratio 0.66 0.69 0.60 0.60 0.19 0.24 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 813 1296 1113 908 397 482 v/s Ratio Prot 0.01 c0.10 0.09 c0.09 0.02 v/s Ratio Perm c0.10 0.10 0.04 0.01 v/c Ratio 0.17 0.14 0.16 0.16 0.57 0.10 Uniform Delay, d1 9.5 7.8 13.2 13.3 56.8 44.5 Progression Factor 0.22 0.20 1.00 1.00 0.70 1.72 Incremental Delay, d2 0.0 0.2 0.3 0.4 0.9 0.0 Delay (s) 2.1 1.8 13.5 13.7 40.6 76.5 Level of Service A A B B D E Approach Delay (s) 1.9 13.6 57.7 Approach LOS A B E Intersection Summary HCM 2000 Control Delay 26.7 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.29 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 23.0 Intersection Capacity Utilization 50.6% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 3350: Pacific Hwy S & S 324 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (vph) 137 225 149 402 213 23 75 161 1049 266 29 105 Future Volume (vph) 137 225 149 402 213 23 75 161 1049 266 29 105 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) -1% 1% 0% Total Lost time (s) 5.5 5.5 5.5 5.5 5.5 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 0.97 1.00 1.00 0.91 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 1.00 0.99 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.99 1.00 0.97 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 Satd. Flow (prot) 1778 1812 1502 3375 1806 1755 4884 1713 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 Satd. Flow (perm) 1778 1812 1502 3375 1806 1755 4884 1713 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 137 225 149 402 213 23 75 161 1049 266 29 105 RTOR Reduction (vph) 0 0 123 0 2 0 0 0 25 0 0 0 Lane Group Flow (vph) 137 225 26 402 234 0 0 236 1290 0 0 134 Confl. Peds. (#/hr) 16 16 16 16 9 9 9 8 8 Bus Blockages (#/hr) 0 8 6 6 2 0 6 2 0 8 0 8 Turn Type Prot NA Perm Prot NA Prot Prot NA Prot Prot Protected Phases 7 4 3 8 5 5 2 1 1 Permitted Phases 4 Actuated Green, G (s) 15.4 25.2 25.2 20.6 30.4 23.3 68.7 15.5 Effective Green, g (s) 14.9 24.7 24.7 20.1 29.9 23.3 68.7 15.5 Actuated g/C Ratio 0.10 0.16 0.16 0.13 0.20 0.16 0.46 0.10 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 176 298 247 452 359 272 2236 177 v/s Ratio Prot 0.08 c0.12 c0.12 c0.13 c0.13 0.26 0.08 v/s Ratio Perm 0.02 v/c Ratio 0.78 0.76 0.11 0.89 0.65 0.87 0.58 0.76 Uniform Delay, d1 65.9 59.8 53.3 63.9 55.2 61.8 29.9 65.4 Progression Factor 1.06 0.88 0.50 1.00 1.00 1.41 0.58 0.76 Incremental Delay, d2 17.6 9.2 0.1 18.3 3.2 22.3 1.0 12.1 Delay (s) 87.8 62.1 27.0 82.2 58.4 109.8 18.4 61.9 Level of Service F E C F E F B E Approach Delay (s) 58.7 73.4 32.3 Approach LOS E E C Intersection Summary HCM 2000 Control Delay 45.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.75 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 21.0 Intersection Capacity Utilization 87.3% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 3350: Pacific Hwy S & S 324 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement SBT SBR Lane Configurations Traffic Volume (vph) 1232 121 Future Volume (vph) 1232 121 Ideal Flow (vphpl) 1900 1900 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) 4957 Flt Permitted 1.00 Satd. Flow (perm) 4957 Peak-hour factor, PHF 1.00 1.00 Adj. Flow (vph) 1232 121 RTOR Reduction (vph) 7 0 Lane Group Flow (vph) 1346 0 Confl. Peds. (#/hr) 8 Bus Blockages (#/hr) 6 2 Turn Type NA Protected Phases 6 Permitted Phases Actuated Green, G (s) 60.9 Effective Green, g (s) 60.9 Actuated g/C Ratio 0.41 Clearance Time (s) 5.0 Vehicle Extension (s) 2.0 Lane Grp Cap (vph) 2012 v/s Ratio Prot c0.27 v/s Ratio Perm v/c Ratio 0.67 Uniform Delay, d1 36.3 Progression Factor 1.09 Incremental Delay, d2 1.4 Delay (s) 41.1 Level of Service D Approach Delay (s) 43.0 Approach LOS D Intersection Summary HCM Signalized Intersection Capacity Analysis 251: Pacific Hwy S & S 276 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (vph) 50 4 97 41 4 20 19 56 1117 10 32 15 Future Volume (vph) 50 4 97 41 4 20 19 56 1117 10 32 15 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 14 12 12 14 12 12 12 12 12 12 12 Grade (%) 0% 0% -2% Total Lost time (s) 5.0 5.0 6.0 6.0 5.0 4.5 4.5 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.91 1.00 Frpb, ped/bikes 1.00 0.97 1.00 0.98 1.00 1.00 1.00 Flpb, ped/bikes 0.99 1.00 0.98 1.00 1.00 1.00 1.00 Frt 1.00 0.86 1.00 0.88 1.00 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 Satd. Flow (prot) 1701 1630 1680 1695 1787 5084 1723 Flt Permitted 0.74 1.00 0.57 1.00 0.95 1.00 0.23 Satd. Flow (perm) 1328 1630 1008 1695 1787 5084 411 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 50 4 97 41 4 20 19 56 1117 10 32 15 RTOR Reduction (vph) 0 43 0 0 18 0 0 0 0 0 0 0 Lane Group Flow (vph) 50 58 0 41 6 0 0 75 1127 0 0 47 Confl. Peds. (#/hr) 11 11 13 13 18 18 18 17 17 Confl. Bikes (#/hr) 2 2 Bus Blockages (#/hr) 6 3 9 9 0 6 9 0 6 3 6 3 Turn Type Perm NA Perm NA Prot Prot NA D.P+P D.P+P Protected Phases 4 8 5 5 2 1 1 Permitted Phases 4 8 2 2 Actuated Green, G (s) 17.4 17.4 17.4 17.4 9.9 113.0 117.6 Effective Green, g (s) 17.4 17.4 16.4 16.4 9.9 113.5 118.6 Actuated g/C Ratio 0.12 0.12 0.11 0.11 0.07 0.76 0.79 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 154 189 110 185 117 3846 369 v/s Ratio Prot 0.04 0.00 c0.04 0.22 0.00 v/s Ratio Perm 0.04 c0.04 0.10 v/c Ratio 0.32 0.31 0.37 0.03 0.64 0.29 0.13 Uniform Delay, d1 60.9 60.8 62.0 59.7 68.3 5.7 3.5 Progression Factor 1.00 1.00 1.00 1.00 0.81 1.81 1.00 Incremental Delay, d2 0.4 0.3 0.8 0.0 7.6 0.2 0.1 Delay (s) 61.4 61.1 62.8 59.7 62.7 10.5 3.6 Level of Service E E E E E B A Approach Delay (s) 61.2 61.7 13.7 Approach LOS E E B Intersection Summary HCM 2000 Control Delay 15.6 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.65 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 15.5 Intersection Capacity Utilization 80.1% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 251: Pacific Hwy S & S 276 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement SBT SBR Lane Configurations Traffic Volume (vph) 2377 82 Future Volume (vph) 2377 82 Ideal Flow (vphpl) 1900 1900 Lane Width 12 12 Grade (%) 2% Total Lost time (s) 4.5 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) 4932 Flt Permitted 1.00 Satd. Flow (perm) 4932 Peak-hour factor, PHF 1.00 1.00 Adj. Flow (vph) 2377 82 RTOR Reduction (vph) 2 0 Lane Group Flow (vph) 2457 0 Confl. Peds. (#/hr) 17 Confl. Bikes (#/hr) 3 Bus Blockages (#/hr) 9 0 Turn Type NA Protected Phases 6 Permitted Phases Actuated Green, G (s) 107.7 Effective Green, g (s) 108.2 Actuated g/C Ratio 0.72 Clearance Time (s) 5.0 Vehicle Extension (s) 2.0 Lane Grp Cap (vph) 3557 v/s Ratio Prot c0.50 v/s Ratio Perm v/c Ratio 0.69 Uniform Delay, d1 11.6 Progression Factor 1.00 Incremental Delay, d2 1.1 Delay (s) 12.7 Level of Service B Approach Delay (s) 12.6 Approach LOS B Intersection Summary HCM Signalized Intersection Capacity Analysis 458: Military Rd S & S Star Lake Rd Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement NBL NBT SBT SBR SEL SER Lane Configurations Traffic Volume (vph) 61 491 1032 104 56 107 Future Volume (vph) 61 491 1032 104 56 107 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width 12 11 11 12 12 12 Grade (%) -5% 1% -2% Total Lost time (s) 5.0 5.0 5.0 5.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.99 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1807 1846 1752 1787 1586 Flt Permitted 0.17 1.00 1.00 0.95 1.00 Satd. Flow (perm) 319 1846 1752 1787 1586 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 61 491 1032 104 56 107 RTOR Reduction (vph) 0 0 2 0 0 101 Lane Group Flow (vph) 61 491 1134 0 56 6 Confl. Peds. (#/hr) 3 Confl. Bikes (#/hr)1 Bus Blockages (#/hr) 1 0 2 1 0 2 Turn Type D.P+P NA NA Prot Perm Protected Phases 5 2 6 4 Permitted Phases 6 4 Actuated Green, G (s) 125.1 130.1 121.1 9.9 9.9 Effective Green, g (s) 125.1 130.1 121.1 9.9 8.9 Actuated g/C Ratio 0.83 0.87 0.81 0.07 0.06 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 305 1601 1414 117 94 v/s Ratio Prot 0.01 c0.27 c0.65 c0.03 v/s Ratio Perm 0.16 0.00 v/c Ratio 0.20 0.31 0.80 0.48 0.07 Uniform Delay, d1 18.2 1.8 7.9 67.6 66.6 Progression Factor 0.41 0.37 1.00 1.00 1.00 Incremental Delay, d2 0.1 0.4 4.9 1.1 0.1 Delay (s) 7.7 1.1 12.8 68.7 66.7 Level of Service A A B E E Approach Delay (s) 1.8 12.8 67.4 Approach LOS A B E Intersection Summary HCM 2000 Control Delay 14.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.77 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 15.0 Intersection Capacity Utilization 76.4% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 1050: Pacific Hwy S & S 288 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (vph) 34 26 11 407 27 224 34 16 1105 285 11 341 Future Volume (vph) 34 26 11 407 27 224 34 16 1105 285 11 341 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 14 12 12 11 12 12 12 12 12 12 11 Grade (%) 14% -7% -2% Total Lost time (s) 6.0 5.0 5.0 5.0 4.5 4.5 4.5 Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 0.91 0.97 Frpb, ped/bikes 1.00 1.00 1.00 0.97 1.00 0.99 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.98 1.00 1.00 0.85 1.00 0.97 1.00 Flt Protected 0.98 0.95 0.96 1.00 0.95 1.00 0.95 Satd. Flow (prot) 1761 1677 1696 1550 1787 4885 3285 Flt Permitted 0.98 0.95 0.96 1.00 0.95 1.00 0.95 Satd. Flow (perm) 1761 1677 1696 1550 1787 4885 3285 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 34 26 11 407 27 224 34 16 1105 285 11 341 RTOR Reduction (vph) 0 0 0 0 0 185 0 0 22 0 0 0 Lane Group Flow (vph) 0 71 0 216 218 39 0 50 1368 0 0 352 Confl. Peds. (#/hr) 10 10 13 13 22 22 22 18 18 Confl. Bikes (#/hr)2 1 Bus Blockages (#/hr) 6 0 9 9 0 6 9 0 6 0 6 0 Turn Type Split NA Split NA Perm Prot Prot NA Prot Prot Protected Phases 7 7 8 8 5 5 2 1 1 Permitted Phases 8 Actuated Green, G (s) 21.8 26.4 26.4 26.4 7.1 70.8 11.0 Effective Green, g (s) 20.8 26.4 26.4 26.4 7.6 71.3 11.5 Actuated g/C Ratio 0.14 0.18 0.18 0.18 0.05 0.48 0.08 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 244 295 298 272 90 2322 251 v/s Ratio Prot c0.04 c0.13 0.13 0.03 0.28 c0.11 v/s Ratio Perm 0.03 v/c Ratio 0.29 0.73 0.73 0.14 0.56 0.59 1.40 Uniform Delay, d1 58.0 58.5 58.4 52.3 69.6 28.7 69.2 Progression Factor 1.00 1.21 1.21 3.79 0.96 0.87 0.89 Incremental Delay, d2 0.2 7.7 7.6 0.1 4.0 1.1 200.0 Delay (s) 58.2 78.2 78.1 198.2 70.7 26.1 261.3 Level of Service E E E F E C F Approach Delay (s) 58.2 119.0 27.7 Approach LOS E F C Intersection Summary HCM 2000 Control Delay 72.0 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.86 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 87.9% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 1050: Pacific Hwy S & S 288 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement SBT SBR Lane Configurations Traffic Volume (vph) 2335 67 Future Volume (vph) 2335 67 Ideal Flow (vphpl) 1900 1900 Lane Width 12 12 Grade (%) 2% Total Lost time (s) 4.5 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) 4941 Flt Permitted 1.00 Satd. Flow (perm) 4941 Peak-hour factor, PHF 1.00 1.00 Adj. Flow (vph) 2335 67 RTOR Reduction (vph) 1 0 Lane Group Flow (vph) 2401 0 Confl. Peds. (#/hr) 18 Confl. Bikes (#/hr) 4 Bus Blockages (#/hr) 9 0 Turn Type NA Protected Phases 6 Permitted Phases Actuated Green, G (s) 74.7 Effective Green, g (s) 75.2 Actuated g/C Ratio 0.50 Clearance Time (s) 5.0 Vehicle Extension (s) 2.0 Lane Grp Cap (vph) 2477 v/s Ratio Prot c0.49 v/s Ratio Perm v/c Ratio 0.97 Uniform Delay, d1 36.3 Progression Factor 1.31 Incremental Delay, d2 10.7 Delay (s) 58.3 Level of Service E Approach Delay (s) 84.3 Approach LOS F Intersection Summary HCM Signalized Intersection Capacity Analysis 1051: 18 Av S & S 288 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 25 592 42 37 586 83 27 24 49 52 18 53 Future Volume (vph) 25 592 42 37 586 83 27 24 49 52 18 53 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 12 12 12 12 12 12 12 12 12 11 11 Grade (%) 2% -1% 0% 0% Total Lost time (s) 5.0 5.0 5.0 5.0 6.0 6.0 6.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 Frpb, ped/bikes 1.00 0.99 1.00 0.99 0.99 1.00 0.97 Flpb, ped/bikes 0.99 1.00 0.99 1.00 1.00 0.99 1.00 Frt 1.00 0.99 1.00 0.98 0.93 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 0.99 0.96 1.00 Satd. Flow (prot) 1727 3431 1768 3466 1692 1723 1485 Flt Permitted 0.39 1.00 0.39 1.00 0.89 0.59 1.00 Satd. Flow (perm) 703 3431 726 3466 1518 1059 1485 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 25 592 42 37 586 83 27 24 49 52 18 53 RTOR Reduction (vph) 0 2 0 0 3 0 0 29 0 0 0 48 Lane Group Flow (vph) 25 632 0 37 666 0 0 71 0 0 70 5 Confl. Peds. (#/hr) 24 24 8 8 5 5 7 7 Confl. Bikes (#/hr) 1 1 2 Turn Type D.P+P NA D.P+P NA Perm NA Perm NA Perm Protected Phases 7 4 3 8 2 6 Permitted Phases 8 4 2 6 6 Actuated Green, G (s) 119.8 104.4 119.8 116.7 15.2 15.2 15.2 Effective Green, g (s) 119.8 104.4 119.8 116.7 14.2 14.2 14.2 Actuated g/C Ratio 0.80 0.70 0.80 0.78 0.09 0.09 0.09 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 582 2387 686 2696 143 100 140 v/s Ratio Prot 0.00 c0.18 0.01 c0.19 v/s Ratio Perm 0.03 0.04 0.05 c0.07 0.00 v/c Ratio 0.04 0.26 0.05 0.25 0.50 0.70 0.04 Uniform Delay, d1 3.1 8.5 4.4 4.6 64.5 65.8 61.7 Progression Factor 0.13 0.41 0.84 0.88 1.00 1.00 1.00 Incremental Delay, d2 0.0 0.1 0.0 0.2 1.0 15.9 0.0 Delay (s) 0.4 3.5 3.7 4.2 65.5 81.7 61.7 Level of Service A A A A E F E Approach Delay (s) 3.4 4.2 65.5 73.1 Approach LOS A A E E Intersection Summary HCM 2000 Control Delay 13.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.31 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 50.0% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 1056: Military Rd S & S 288 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 112 393 153 175 311 117 143 314 162 280 601 199 Future Volume (vph) 112 393 153 175 311 117 143 314 162 280 601 199 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 11 12 12 11 12 12 11 11 12 11 11 Grade (%) -5% 8% 3% -3% Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 0.98 1.00 0.99 1.00 1.00 0.95 1.00 1.00 0.94 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 Frt 1.00 0.96 1.00 0.96 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1807 3279 1699 3118 1743 1767 1426 1766 1828 1463 Flt Permitted 0.95 1.00 0.95 1.00 0.10 1.00 1.00 0.37 1.00 1.00 Satd. Flow (perm) 1807 3279 1699 3118 181 1767 1426 684 1828 1463 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 112 393 153 175 311 117 143 314 162 280 601 199 RTOR Reduction (vph) 0 24 0 0 24 0 0 0 110 0 0 0 Lane Group Flow (vph) 112 522 0 175 404 0 143 314 52 280 601 199 Confl. Peds. (#/hr) 16 16 6 6 20 20 35 35 Confl. Bikes (#/hr)1 Bus Blockages (#/hr) 1 2 0 0 0 1 0 1 2 2 0 0 Turn Type Prot NA Prot NA D.P+P NA Perm D.P+P NA pm+ov Protected Phases 5 2 1 6 3 8 7 4 5 Permitted Phases 4 8 8 4 Actuated Green, G (s) 17.0 46.4 18.9 48.3 64.7 47.2 47.2 64.7 55.0 72.0 Effective Green, g (s) 17.0 46.4 18.9 48.3 64.7 47.2 47.2 64.7 55.0 72.0 Actuated g/C Ratio 0.11 0.31 0.13 0.32 0.43 0.31 0.31 0.43 0.37 0.48 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 204 1014 214 1003 179 556 448 421 670 702 v/s Ratio Prot 0.06 c0.16 c0.10 0.13 0.05 0.18 c0.08 c0.33 0.03 v/s Ratio Perm 0.29 0.04 0.21 0.10 v/c Ratio 0.55 0.51 0.82 0.40 0.80 0.56 0.12 0.67 0.90 0.28 Uniform Delay, d1 62.9 42.6 63.9 39.6 33.8 42.8 36.6 30.1 44.8 23.5 Progression Factor 0.93 0.83 1.00 1.00 1.00 1.00 1.00 0.88 0.94 0.90 Incremental Delay, d2 1.6 1.8 20.0 1.2 20.2 0.8 0.0 2.0 9.9 0.1 Delay (s) 59.8 37.3 83.8 40.8 54.0 43.6 36.6 28.5 52.1 21.1 Level of Service E D F D D D D C D C Approach Delay (s) 41.1 53.3 44.2 40.3 Approach LOS D D D D Intersection Summary HCM 2000 Control Delay 43.9 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.74 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 85.1% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 1648: S Dash Point Rd & 11 Pl S Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 7 353 944 68 66 22 Future Volume (vph) 7 353 944 68 66 22 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width 12 11 11 12 11 11 Grade (%) -1% 0% 6% Total Lost time (s) 5.0 5.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.96 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.85 Flt Protected 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1808 1781 1659 1419 Flt Permitted 0.98 1.00 0.95 1.00 Satd. Flow (perm) 1776 1781 1659 1419 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 7 353 944 68 66 22 RTOR Reduction (vph) 0 0 0 0 0 21 Lane Group Flow (vph) 0 360 1012 0 66 1 Confl. Peds. (#/hr) 7 1 5 5 Confl. Bikes (#/hr)1 Turn Type Perm NA NA Prot Perm Protected Phases 6 2 8 Permitted Phases 6 8 Actuated Green, G (s) 130.3 130.3 9.7 9.7 Effective Green, g (s) 130.3 130.3 8.7 8.7 Actuated g/C Ratio 0.87 0.87 0.06 0.06 Clearance Time (s) 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 1542 1547 96 82 v/s Ratio Prot c0.57 c0.04 v/s Ratio Perm 0.20 0.00 v/c Ratio 0.23 0.65 0.69 0.02 Uniform Delay, d1 1.6 3.0 69.3 66.6 Progression Factor 0.57 2.58 1.00 1.00 Incremental Delay, d2 0.4 1.2 15.1 0.0 Delay (s) 1.3 8.9 84.4 66.6 Level of Service A A F E Approach Delay (s) 1.3 8.9 79.9 Approach LOS A A E Intersection Summary HCM 2000 Control Delay 11.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.66 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 11.0 Intersection Capacity Utilization 68.4% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 1650: 16 Av S/Redondo Wy S & S Dash Point Rd Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR Lane Configurations Traffic Volume (vph) 1 11 22 46 12 5 15 403 6 24 1048 95 Future Volume (vph) 1 11 22 46 12 5 15 403 6 24 1048 95 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 11 12 12 11 12 12 11 12 12 11 12 Grade (%) -3% 10% -1% 1% Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 0.96 1.00 0.99 1.00 1.00 1.00 1.00 0.94 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 Frt 1.00 0.90 1.00 0.96 1.00 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1796 1580 1681 1622 1778 1805 1746 1792 1477 Flt Permitted 0.95 1.00 0.95 1.00 0.09 1.00 0.47 1.00 1.00 Satd. Flow (perm) 1796 1580 1681 1622 172 1805 855 1792 1477 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 1 11 22 46 12 5 15 403 6 24 1048 95 RTOR Reduction (vph) 0 19 0 0 4 0 0 0 0 0 0 33 Lane Group Flow (vph) 1 14 0 46 13 0 15 409 0 24 1048 62 Confl. Peds. (#/hr) 43 43 4 4 1 1 16 16 Confl. Bikes (#/hr) 1 1 Turn Type Prot NA Prot NA D.P+P NA D.P+P NA Perm Protected Phases 5 2 1 6 7 4 3 8 Permitted Phases 8 4 8 Actuated Green, G (s) 1.0 18.9 10.5 28.4 100.6 97.1 100.6 98.4 98.4 Effective Green, g (s) 1.0 18.9 10.5 28.4 100.6 97.1 100.6 98.4 98.4 Actuated g/C Ratio 0.01 0.13 0.07 0.19 0.67 0.65 0.67 0.66 0.66 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 11 199 117 307 138 1168 594 1175 968 v/s Ratio Prot 0.00 c0.01 c0.03 0.01 c0.00 0.23 0.00 c0.58 v/s Ratio Perm 0.07 0.03 0.04 v/c Ratio 0.09 0.07 0.39 0.04 0.11 0.35 0.04 0.89 0.06 Uniform Delay, d1 74.0 57.8 66.7 49.7 23.6 12.1 8.6 21.4 9.3 Progression Factor 1.00 1.00 1.00 1.00 0.70 0.79 0.98 0.99 0.96 Incremental Delay, d2 1.3 0.1 0.8 0.0 0.1 0.8 0.0 7.1 0.1 Delay (s) 75.4 57.8 67.5 49.7 16.5 10.4 8.5 28.2 9.0 Level of Service E E E D B B A C A Approach Delay (s) 58.4 62.7 10.6 26.2 Approach LOS E E B C Intersection Summary HCM 2000 Control Delay 24.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.72 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 91.2% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 1651: Pacific Hwy S & S Dash Point Rd Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBR NBU NBL NBT SBU SBT SBR Lane Configurations Traffic Volume (vph) 385 97 22 187 1036 31 1743 1002 Future Volume (vph) 385 97 22 187 1036 31 1743 1002 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 11 12 12 12 12 12 12 12 Grade (%) 0% 0% -1% Total Lost time (s) 5.0 5.0 5.0 4.5 5.0 4.5 5.0 Lane Util. Factor 0.97 1.00 1.00 0.91 1.00 0.91 1.00 Frpb, ped/bikes 1.00 0.97 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3279 1488 1770 5045 1736 5049 1579 Flt Permitted 0.95 1.00 0.95 1.00 0.23 1.00 1.00 Satd. Flow (perm) 3279 1488 1770 5045 419 5049 1579 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 385 97 22 187 1036 31 1743 1002 RTOR Reduction (vph) 0 71 0 0 0 0 0 44 Lane Group Flow (vph) 385 26 0 209 1036 31 1743 958 Confl. Peds. (#/hr) 11 11 21 21 Confl. Bikes (#/hr)1 Bus Blockages (#/hr) 6 9 9 0 6 6 9 0 Turn Type Prot Perm Prot Prot NA D.P+P NA pm+ov Protected Phases 4 5 5 2 1 6 4 Permitted Phases 4 2 6 Actuated Green, G (s) 40.1 40.1 20.6 88.9 94.9 74.3 114.4 Effective Green, g (s) 40.1 40.1 20.6 89.4 94.9 74.8 114.4 Actuated g/C Ratio 0.27 0.27 0.14 0.60 0.63 0.50 0.76 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 876 397 243 3006 317 2517 1256 v/s Ratio Prot 0.12 c0.12 0.21 0.00 0.35 c0.20 v/s Ratio Perm 0.02 0.06 0.40 v/c Ratio 0.44 0.07 0.86 0.34 0.10 0.69 0.76 Uniform Delay, d1 45.6 41.0 63.3 15.4 15.9 28.8 10.1 Progression Factor 0.77 0.97 1.17 1.03 1.10 0.83 2.09 Incremental Delay, d2 0.1 0.0 22.9 0.3 0.0 0.7 1.1 Delay (s) 35.4 39.7 97.0 16.2 17.4 24.5 22.2 Level of Service D D F B B C C Approach Delay (s) 36.3 29.7 23.6 Approach LOS D C C Intersection Summary HCM 2000 Control Delay 26.7 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.80 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 14.5 Intersection Capacity Utilization 82.0% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 1935: 8 Av SW & SW Dash Point Rd Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 22 427 6 16 893 33 5 2 11 15 2 24 Future Volume (vph) 22 427 6 16 893 33 5 2 11 15 2 24 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 11 12 12 11 12 12 14 12 12 14 12 Grade (%) 3% -2% -2% 1% Total Lost time (s) 3.0 5.0 3.0 5.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.98 0.97 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.99 0.92 0.92 Flt Protected 0.95 1.00 0.95 1.00 0.99 0.98 Satd. Flow (prot) 1743 1741 1787 1809 1782 1738 Flt Permitted 0.95 1.00 0.95 1.00 0.99 0.98 Satd. Flow (perm) 1743 1741 1787 1809 1782 1738 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 22 427 6 16 893 33 5 2 11 15 2 24 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 0 0 Lane Group Flow (vph) 22 433 0 16 926 0 0 18 0 0 41 0 Confl. Peds. (#/hr) 1 1 3 Confl. Bikes (#/hr)1 Bus Blockages (#/hr) 0 4 0 0 0 0 0 0 4 4 0 0 Turn Type Prot NA Prot NA Split NA Split NA Protected Phases 5 2 1 6 4 4 3 3 Permitted Phases Actuated Green, G (s) 7.4 116.1 2.9 111.6 4.1 6.9 Effective Green, g (s) 9.4 116.1 4.9 111.6 5.1 7.9 Actuated g/C Ratio 0.06 0.77 0.03 0.74 0.03 0.05 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 109 1347 58 1345 60 91 v/s Ratio Prot 0.01 c0.25 0.01 c0.51 c0.01 c0.02 v/s Ratio Perm v/c Ratio 0.20 0.32 0.28 0.69 0.30 0.45 Uniform Delay, d1 66.7 5.1 70.8 10.1 70.7 68.9 Progression Factor 1.06 0.51 1.09 0.88 1.00 1.00 Incremental Delay, d2 0.3 0.6 0.9 2.6 1.0 1.3 Delay (s) 71.4 3.2 77.8 11.5 71.7 70.2 Level of Service E A E B E E Approach Delay (s) 6.5 12.6 71.7 70.2 Approach LOS A B E E Intersection Summary HCM 2000 Control Delay 13.0 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.63 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 60.7% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 2051: Pacific Hwy S & S 304 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (vph) 18 31 48 178 59 75 36 55 1224 176 4 86 Future Volume (vph) 18 31 48 178 59 75 36 55 1224 176 4 86 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 11 11 12 11 12 12 12 12 12 12 12 Grade (%) -4% 5% -1% Total Lost time (s) 6.0 6.0 6.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.91 1.00 Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 0.97 1.00 0.98 1.00 Flt Protected 0.98 1.00 0.97 0.95 1.00 0.95 Satd. Flow (prot) 1803 1485 1640 1778 4959 1752 Flt Permitted 0.85 1.00 0.80 0.07 1.00 0.14 Satd. Flow (perm) 1553 1485 1342 137 4959 261 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 18 31 48 178 59 75 36 55 1224 176 4 86 RTOR Reduction (vph) 0 0 36 0 9 0 0 0 10 0 0 0 Lane Group Flow (vph) 0 49 12 0 303 0 0 91 1390 0 0 90 Confl. Peds. (#/hr) 1 1 4 4 1 1 1 4 4 Bus Blockages (#/hr) 6 0 9 9 0 6 9 0 6 0 6 0 Turn Type Perm NA Perm Perm NA D.P+P D.P+P NA D.P+P D.P+P Protected Phases 4 8 5 5 2 1 1 Permitted Phases 4 4 8 6 6 2 2 Actuated Green, G (s) 38.6 38.6 38.6 96.4 89.2 96.4 Effective Green, g (s) 37.6 37.6 37.6 96.4 89.2 96.4 Actuated g/C Ratio 0.25 0.25 0.25 0.64 0.59 0.64 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 389 372 336 219 2948 239 v/s Ratio Prot 0.03 c0.28 0.02 v/s Ratio Perm 0.03 0.01 c0.23 0.23 0.22 v/c Ratio 0.13 0.03 0.90 0.42 0.47 0.38 Uniform Delay, d1 43.5 42.5 54.4 39.8 17.1 11.8 Progression Factor 1.00 1.00 1.00 1.60 1.76 2.00 Incremental Delay, d2 0.1 0.0 25.6 0.4 0.5 0.3 Delay (s) 43.5 42.5 80.0 64.3 30.7 23.9 Level of Service D D E E C C Approach Delay (s) 43.0 80.0 32.7 Approach LOS D E C Intersection Summary HCM 2000 Control Delay 39.1 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.71 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 81.7% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 2051: Pacific Hwy S & S 304 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement SBT SBR Lane Configurations Traffic Volume (vph) 1739 50 Future Volume (vph) 1739 50 Ideal Flow (vphpl) 1900 1900 Lane Width 12 12 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) 4948 Flt Permitted 1.00 Satd. Flow (perm) 4948 Peak-hour factor, PHF 1.00 1.00 Adj. Flow (vph) 1739 50 RTOR Reduction (vph) 2 0 Lane Group Flow (vph) 1787 0 Confl. Peds. (#/hr) 4 Bus Blockages (#/hr) 9 0 Turn Type NA Protected Phases 6 Permitted Phases Actuated Green, G (s) 84.4 Effective Green, g (s) 84.4 Actuated g/C Ratio 0.56 Clearance Time (s) 5.0 Vehicle Extension (s) 2.0 Lane Grp Cap (vph) 2784 v/s Ratio Prot c0.36 v/s Ratio Perm v/c Ratio 0.64 Uniform Delay, d1 22.5 Progression Factor 1.64 Incremental Delay, d2 0.9 Delay (s) 37.8 Level of Service D Approach Delay (s) 37.1 Approach LOS D Intersection Summary HCM Signalized Intersection Capacity Analysis 2058: Military Rd S & S 304 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 296 1 269 0 1 0 294 303 0 0 468 354 Future Volume (vph) 296 1 269 0 1 0 294 303 0 0 468 354 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 11 12 12 11 12 12 11 12 12 11 12 Grade (%) -1% 4% 5% -4% Total Lost time (s) 5.5 5.5 6.0 5.0 5.0 5.0 5.5 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 1.00 Satd. Flow (prot) 1778 1539 1751 1712 1756 1829 1615 Flt Permitted 0.95 1.00 1.00 0.33 1.00 1.00 1.00 Satd. Flow (perm) 1778 1539 1751 593 1756 1829 1615 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 296 1 269 0 1 0 294 303 0 0 468 354 RTOR Reduction (vph) 0 219 0 0 0 0 0 0 0 0 0 125 Lane Group Flow (vph) 296 51 0 0 1 0 294 303 0 0 468 229 Confl. Peds. (#/hr)1 1 4 4 Bus Blockages (#/hr) 0 0 1 0 2 0 2 0 0 0 1 0 Turn Type Split NA NA D.P+P NA D.P+P NA pm+ov Protected Phases 4 4 8 8 5 2 1 6 4 Permitted Phases 6 2 6 Actuated Green, G (s) 28.6 28.6 7.6 93.8 98.8 69.6 98.2 Effective Green, g (s) 28.1 28.1 6.6 93.8 98.8 69.6 97.2 Actuated g/C Ratio 0.19 0.19 0.04 0.63 0.66 0.46 0.65 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 333 288 77 551 1156 848 1105 v/s Ratio Prot c0.17 0.03 c0.00 c0.09 0.17 c0.26 0.04 v/s Ratio Perm 0.25 0.10 v/c Ratio 0.89 0.18 0.01 0.53 0.26 0.55 0.21 Uniform Delay, d1 59.4 51.2 68.6 15.4 10.6 29.0 10.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 23.2 0.1 0.0 0.5 0.6 2.6 0.0 Delay (s) 82.6 51.4 68.6 15.9 11.1 31.5 10.8 Level of Service F D E B B C B Approach Delay (s) 67.7 68.6 13.5 22.6 Approach LOS E E B C Intersection Summary HCM 2000 Control Delay 32.7 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.59 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 21.5 Intersection Capacity Utilization 76.9% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 2250: Pacific Hwy S & S 308 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (vph) 90 17 31 34 22 114 43 68 1270 29 45 103 Future Volume (vph) 90 17 31 34 22 114 43 68 1270 29 45 103 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 14 12 12 14 12 12 12 12 12 12 12 Grade (%) 4% 2% 1% Total Lost time (s) 6.0 6.0 6.0 6.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.91 1.00 Frpb, ped/bikes 1.00 0.98 1.00 0.97 1.00 1.00 1.00 Flpb, ped/bikes 0.99 1.00 0.98 1.00 1.00 1.00 1.00 Frt 1.00 0.90 1.00 0.87 1.00 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 Satd. Flow (prot) 1682 1725 1642 1661 1761 4994 1774 Flt Permitted 0.46 1.00 0.73 1.00 0.95 1.00 0.16 Satd. Flow (perm) 822 1725 1254 1661 1761 4994 305 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 90 17 31 34 22 114 43 68 1270 29 45 103 RTOR Reduction (vph) 0 27 0 0 100 0 0 0 1 0 0 0 Lane Group Flow (vph) 90 21 0 34 36 0 0 111 1298 0 0 148 Confl. Peds. (#/hr) 13 13 21 21 14 14 14 30 30 Bus Blockages (#/hr) 6 0 11 11 0 6 11 0 6 0 6 0 Turn Type D.P+P NA D.P+P NA Prot Prot NA D.P+P D.P+P Protected Phases 7 4 3 8 5 5 2 1 1 Permitted Phases 8 4 2 2 Actuated Green, G (s) 26.4 20.3 26.4 17.1 13.2 89.6 103.6 Effective Green, g (s) 24.4 19.3 24.4 16.1 13.2 89.6 103.6 Actuated g/C Ratio 0.16 0.13 0.16 0.11 0.09 0.60 0.69 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 181 221 217 178 154 2983 347 v/s Ratio Prot c0.03 0.01 0.01 0.02 c0.06 0.26 0.04 v/s Ratio Perm c0.05 c0.02 0.25 v/c Ratio 0.50 0.09 0.16 0.20 0.72 0.44 0.43 Uniform Delay, d1 55.6 57.6 53.7 61.1 66.6 16.4 21.9 Progression Factor 1.00 1.00 1.00 1.00 0.75 1.23 1.95 Incremental Delay, d2 0.8 0.1 0.1 0.2 11.7 0.4 0.2 Delay (s) 56.4 57.7 53.8 61.3 61.7 20.6 43.1 Level of Service E E D E E C D Approach Delay (s) 56.9 59.8 23.8 Approach LOS E E C Intersection Summary HCM 2000 Control Delay 32.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.60 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 22.0 Intersection Capacity Utilization 83.7% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 2250: Pacific Hwy S & S 308 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement SBT SBR Lane Configurations Traffic Volume (vph) 1671 151 Future Volume (vph) 1671 151 Ideal Flow (vphpl) 1900 1900 Lane Width 12 12 Grade (%) -1% 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) 4917 Flt Permitted 1.00 Satd. Flow (perm) 4917 Peak-hour factor, PHF 1.00 1.00 Adj. Flow (vph) 1671 151 RTOR Reduction (vph) 5 0 Lane Group Flow (vph) 1817 0 Confl. Peds. (#/hr) 30 Bus Blockages (#/hr) 11 0 Turn Type NA Protected Phases 6 Permitted Phases Actuated Green, G (s) 90.4 Effective Green, g (s) 90.4 Actuated g/C Ratio 0.60 Clearance Time (s) 5.0 Vehicle Extension (s) 2.0 Lane Grp Cap (vph) 2963 v/s Ratio Prot c0.37 v/s Ratio Perm v/c Ratio 0.61 Uniform Delay, d1 18.8 Progression Factor 1.75 Incremental Delay, d2 0.7 Delay (s) 33.6 Level of Service C Approach Delay (s) 34.3 Approach LOS C Intersection Summary HCM Signalized Intersection Capacity Analysis 2259: Military Rd S & 31 Av S Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 179 503 463 157 65 166 Future Volume (vph) 179 503 463 157 65 166 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.99 0.96 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.97 0.90 Flt Protected 0.95 1.00 1.00 0.99 Satd. Flow (prot) 1763 1863 1759 1590 Flt Permitted 0.30 1.00 1.00 0.99 Satd. Flow (perm) 548 1863 1759 1590 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 179 503 463 157 65 166 RTOR Reduction (vph) 0 0 6 0 76 0 Lane Group Flow (vph) 179 503 614 0 155 0 Confl. Peds. (#/hr) 10 10 10 10 Bus Blockages (#/hr) 1 0 2 1 0 2 Turn Type pm+pt NA NA Prot Protected Phases 5 2 6 4 Permitted Phases 2 Actuated Green, G (s) 62.3 62.3 45.4 12.6 Effective Green, g (s) 62.3 62.3 45.4 12.6 Actuated g/C Ratio 0.73 0.73 0.53 0.15 Clearance Time (s) 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 572 1367 940 235 v/s Ratio Prot 0.04 c0.27 c0.35 c0.10 v/s Ratio Perm 0.19 v/c Ratio 0.31 0.37 0.65 0.66 Uniform Delay, d1 11.2 4.1 14.1 34.1 Progression Factor 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.1 0.1 1.3 5.3 Delay (s) 11.3 4.2 15.4 39.4 Level of Service B A B D Approach Delay (s) 6.0 15.4 39.4 Approach LOS A B D Intersection Summary HCM 2000 Control Delay 14.9 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.62 Actuated Cycle Length (s) 84.9 Sum of lost time (s) 15.0 Intersection Capacity Utilization 71.2% ICU Level of Service C Analysis Period (min) 15 Description: 2008 or before c Critical Lane Group HCM Signalized Intersection Capacity Analysis 2530: SW Dash Point Rd & SW 312 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT EBR WBL WBT WBR NEL NET NER SWL SWT SWR Lane Configurations Traffic Volume (vph) 39 87 97 283 117 60 89 361 164 63 846 36 Future Volume (vph) 39 87 97 283 117 60 89 361 164 63 846 36 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 11 12 12 11 12 12 11 12 11 11 12 Grade (%) 2% -5% 4% -5% Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.89 1.00 1.00 0.95 1.00 1.00 0.86 1.00 1.00 0.77 Flpb, ped/bikes 0.94 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 0.97 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1625 1783 1399 1790 1846 1513 1734 1736 1328 1706 1846 1243 Flt Permitted 0.62 1.00 1.00 0.68 1.00 1.00 0.10 1.00 1.00 0.47 1.00 1.00 Satd. Flow (perm) 1063 1783 1399 1285 1846 1513 186 1736 1328 837 1846 1243 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 39 87 97 283 117 60 89 361 164 63 846 36 RTOR Reduction (vph) 0 0 75 0 0 46 0 0 74 0 0 17 Lane Group Flow (vph) 39 87 22 283 117 14 89 361 90 63 846 19 Confl. Peds. (#/hr) 31 31 8 8 27 27 35 35 Confl. Bikes (#/hr)1 Bus Blockages (#/hr) 4 0 0 0 0 4 0 4 0 0 0 0 Turn Type D.P+P NA Perm D.P+P NA Perm D.P+P NA Perm D.P+P NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 8 4 4 8 6 2 2 6 Actuated Green, G (s) 40.4 34.1 34.1 40.4 34.5 34.5 89.6 82.3 82.3 89.6 80.3 80.3 Effective Green, g (s) 40.4 34.1 34.1 40.4 34.5 34.5 89.6 82.3 82.3 89.6 80.3 80.3 Actuated g/C Ratio 0.27 0.23 0.23 0.27 0.23 0.23 0.60 0.55 0.55 0.60 0.54 0.54 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 308 405 318 367 424 347 207 952 728 542 988 665 v/s Ratio Prot 0.00 0.05 c0.03 0.06 c0.03 0.21 0.01 c0.46 v/s Ratio Perm 0.03 0.02 c0.18 0.01 0.23 0.07 0.06 0.02 v/c Ratio 0.13 0.21 0.07 0.77 0.28 0.04 0.43 0.38 0.12 0.12 0.86 0.03 Uniform Delay, d1 41.1 47.1 45.5 51.8 47.5 44.9 53.3 19.3 16.4 18.7 29.9 16.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.37 0.70 1.00 Incremental Delay, d2 0.1 0.1 0.0 8.8 0.1 0.0 0.5 1.2 0.3 0.0 8.3 0.1 Delay (s) 41.1 47.2 45.5 60.6 47.6 44.9 53.8 20.4 16.7 6.9 29.2 16.5 Level of Service D D D E D D D C B A C B Approach Delay (s) 45.4 55.3 24.3 27.2 Approach LOS D E C C Intersection Summary HCM 2000 Control Delay 34.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.80 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 89.8% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 2540: 1 Av S & SW 312 St/S 312 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 36 267 91 255 467 123 153 304 170 86 316 52 Future Volume (vph) 36 267 91 255 467 123 153 304 170 86 316 52 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 11 12 12 11 12 12 11 12 12 12 12 Grade (%) -3% 1% 0% 0% Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 0.94 1.00 1.00 0.96 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.98 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1793 1828 1568 1747 1763 1475 1736 1801 1513 1765 3435 Flt Permitted 0.37 1.00 1.00 0.53 1.00 1.00 0.31 1.00 1.00 0.20 1.00 Satd. Flow (perm) 702 1828 1568 978 1763 1475 575 1801 1513 366 3435 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 36 267 91 255 467 123 153 304 170 86 316 52 RTOR Reduction (vph) 0 0 45 0 0 51 0 0 136 0 10 0 Lane Group Flow (vph) 36 267 46 255 467 72 153 304 34 86 358 0 Confl. Peds. (#/hr) 6 6 13 13 7 7 12 12 Bus Blockages (#/hr) 0 0 0 0 4 0 4 0 0 0 0 4 Turn Type D.P+P NA Perm D.P+P NA Perm D.P+P NA Perm D.P+P NA Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 2 6 6 2 8 4 4 Actuated Green, G (s) 90.7 75.6 75.6 90.7 79.4 79.4 39.3 29.6 29.6 39.3 24.7 Effective Green, g (s) 90.7 75.6 75.6 90.7 79.4 79.4 39.3 29.6 29.6 39.3 24.7 Actuated g/C Ratio 0.60 0.50 0.50 0.60 0.53 0.53 0.26 0.20 0.20 0.26 0.16 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 506 921 790 668 933 780 263 355 298 186 565 v/s Ratio Prot 0.01 0.15 c0.04 c0.26 c0.06 c0.17 0.03 0.10 v/s Ratio Perm 0.04 0.03 0.19 0.05 0.10 0.02 0.09 v/c Ratio 0.07 0.29 0.06 0.38 0.50 0.09 0.58 0.86 0.11 0.46 0.63 Uniform Delay, d1 21.7 21.6 19.0 19.7 22.6 17.5 45.2 58.1 49.4 44.3 58.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.29 1.23 4.32 1.00 1.00 Incremental Delay, d2 0.0 0.8 0.1 0.1 1.9 0.2 2.0 16.8 0.1 0.7 1.7 Delay (s) 21.7 22.4 19.1 19.8 24.5 17.7 60.5 88.1 213.7 45.0 60.1 Level of Service C C B B C B E F F D E Approach Delay (s) 21.6 22.1 115.4 57.3 Approach LOS C C F E Intersection Summary HCM 2000 Control Delay 54.1 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.59 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 69.9% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 2545: S 312 St & 8 Av S Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 69 513 736 70 71 117 Future Volume (vph) 69 513 736 70 71 117 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width 12 11 11 12 11 11 Grade (%) 3% -6% 0% Total Lost time (s) 5.0 5.0 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.96 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.99 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1743 1774 1804 1711 1439 Flt Permitted 0.23 1.00 1.00 0.95 1.00 Satd. Flow (perm) 424 1774 1804 1711 1439 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 69 513 736 70 71 117 RTOR Reduction (vph) 0 0 2 0 0 95 Lane Group Flow (vph) 69 513 804 0 71 22 Confl. Peds. (#/hr)4 4 Confl. Bikes (#/hr)1 Bus Blockages (#/hr) 0 0 4 0 0 4 Turn Type D.P+P NA NA Prot Perm Protected Phases 7 4 2 8 1 Permitted Phases 2 8 1 Actuated Green, G (s) 105.5 51.7 99.4 29.5 29.5 Effective Green, g (s) 105.5 51.7 98.4 28.5 28.5 Actuated g/C Ratio 0.70 0.34 0.66 0.19 0.19 Clearance Time (s) 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 351 611 1183 325 273 v/s Ratio Prot 0.01 c0.29 c0.45 c0.04 v/s Ratio Perm 0.13 0.02 v/c Ratio 0.20 0.84 0.68 0.22 0.08 Uniform Delay, d1 11.7 45.3 16.0 51.3 50.0 Progression Factor 1.00 1.00 0.28 1.00 1.00 Incremental Delay, d2 0.1 13.1 0.3 0.1 0.0 Delay (s) 11.8 58.4 4.7 51.5 50.0 Level of Service B E A D D Approach Delay (s) 52.9 4.7 50.6 Approach LOS D A D Intersection Summary HCM 2000 Control Delay 28.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.69 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 23.0 Intersection Capacity Utilization 66.0% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 2546: 8 Av S & S 312 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 507 45 53 788 47 57 Future Volume (vph) 507 45 53 788 47 57 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width 11 12 12 11 11 12 Grade (%) 3% 0% 0% Total Lost time (s) 6.0 5.0 5.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.97 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 0.99 1.00 1.00 0.93 Flt Protected 1.00 0.95 1.00 0.98 Satd. Flow (prot) 1751 1770 1772 1560 Flt Permitted 1.00 0.34 1.00 0.98 Satd. Flow (perm) 1751 628 1772 1560 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 507 45 53 788 47 57 RTOR Reduction (vph) 2 0 0 0 30 0 Lane Group Flow (vph) 550 0 53 788 74 0 Confl. Peds. (#/hr)5 5 Confl. Bikes (#/hr) 1 Bus Blockages (#/hr) 0 0 0 4 4 0 Turn Type NA D.P+P NA Prot Protected Phases 1 4 3 8 2 Permitted Phases 1 4 Actuated Green, G (s) 86.2 104.6 64.0 30.4 Effective Green, g (s) 85.2 104.6 64.0 29.4 Actuated g/C Ratio 0.57 0.70 0.43 0.20 Clearance Time (s) 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 Lane Grp Cap (vph) 994 578 756 305 v/s Ratio Prot c0.31 0.01 c0.44 c0.05 v/s Ratio Perm 0.05 v/c Ratio 0.55 0.09 1.04 0.24 Uniform Delay, d1 20.4 16.5 43.0 50.9 Progression Factor 0.56 0.69 0.68 1.00 Incremental Delay, d2 0.2 0.0 43.4 0.2 Delay (s) 11.8 11.3 72.6 51.1 Level of Service B B E D Approach Delay (s) 11.8 68.8 51.1 Approach LOS B E D Intersection Summary HCM 2000 Control Delay 46.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.77 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 23.0 Intersection Capacity Utilization 57.6% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 3040: 1 Av S & SW 320 St/S 320 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 759 294 0 1329 346 0 568 326 0 650 337 Future Volume (vph) 0 759 294 0 1329 346 0 568 326 0 650 337 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 5% -1% -1% 1% Total Lost time (s) 5.0 6.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Frpb, ped/bikes 1.00 0.99 1.00 0.98 1.00 0.99 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 0.85 1.00 0.85 1.00 0.85 Flt Protected 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Satd. Flow (prot) 3423 1523 3500 1567 3557 1544 3522 1496 Flt Permitted 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Satd. Flow (perm) 3423 1523 3500 1567 3557 1544 3522 1496 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 0 759 294 0 1329 346 0 568 326 0 650 337 RTOR Reduction (vph) 0 0 32 0 0 44 0 0 142 0 0 35 Lane Group Flow (vph) 0 759 262 0 1329 302 0 568 184 0 650 302 Confl. Peds. (#/hr) 1 1 2 2 1 1 4 4 Bus Blockages (#/hr) 0 4 0 0 8 0 8 0 4 4 0 8 Turn Type NA Perm NA Perm NA Perm NA Perm Protected Phases 6 2 8 4 Permitted Phases 6 2 8 4 Actuated Green, G (s) 100.7 100.7 100.7 100.7 39.3 39.3 39.3 39.3 Effective Green, g (s) 100.7 99.7 100.7 100.7 39.3 39.3 39.3 39.3 Actuated g/C Ratio 0.67 0.66 0.67 0.67 0.26 0.26 0.26 0.26 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 2297 1012 2349 1051 931 404 922 391 v/s Ratio Prot 0.22 c0.38 0.16 0.18 v/s Ratio Perm 0.17 0.19 0.12 c0.20 v/c Ratio 0.33 0.26 0.57 0.29 0.61 0.46 0.70 0.77 Uniform Delay, d1 10.4 10.2 13.1 10.0 48.6 46.4 50.1 51.2 Progression Factor 1.00 1.00 1.00 1.00 1.22 1.70 1.39 1.46 Incremental Delay, d2 0.4 0.6 1.0 0.7 0.8 0.3 2.0 8.1 Delay (s) 10.8 10.8 14.1 10.7 60.2 79.2 71.6 82.7 Level of Service B B B B E E E F Approach Delay (s) 10.8 13.4 67.1 75.3 Approach LOS B B E E Intersection Summary HCM 2000 Control Delay 36.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.62 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 66.4% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 3440: 1 Av S & SW 325 Pl/S 325 Pl Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 9 1 23 3 0 8 36 849 10 10 833 27 Future Volume (vph) 9 1 23 3 0 8 36 849 10 10 833 27 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) -5% 0% 1% -1% Total Lost time (s) 6.0 6.0 5.0 5.0 Lane Util. Factor 1.00 1.00 0.95 0.95 Frpb, ped/bikes 0.99 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 0.91 0.90 1.00 1.00 Flt Protected 0.99 0.99 1.00 1.00 Satd. Flow (prot) 1679 1657 3507 3535 Flt Permitted 0.91 0.93 0.87 0.94 Satd. Flow (perm) 1555 1556 3067 3330 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 9 1 23 3 0 8 36 849 10 10 833 27 RTOR Reduction (vph) 0 21 0 0 10 0 0 0 0 0 0 0 Lane Group Flow (vph) 0 12 0 0 1 0 0 895 0 0 870 0 Confl. Peds. (#/hr) 3 3 3 3 3 3 Confl. Bikes (#/hr) 1 1 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 4 2 6 Permitted Phases 4 4 2 6 Actuated Green, G (s) 11.3 11.3 128.7 128.7 Effective Green, g (s) 10.3 10.3 128.7 128.7 Actuated g/C Ratio 0.07 0.07 0.86 0.86 Clearance Time (s) 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 106 106 2631 2857 v/s Ratio Prot v/s Ratio Perm c0.01 0.00 c0.29 0.26 v/c Ratio 0.11 0.01 0.34 0.30 Uniform Delay, d1 65.5 65.1 2.1 2.0 Progression Factor 1.00 1.00 0.16 0.33 Incremental Delay, d2 0.2 0.0 0.3 0.3 Delay (s) 65.7 65.1 0.7 0.9 Level of Service E E A A Approach Delay (s) 65.7 65.1 0.7 0.9 Approach LOS E E A A Intersection Summary HCM 2000 Control Delay 2.4 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.32 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 11.0 Intersection Capacity Utilization 65.0% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 3540: 1 Av S & S 328 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 39 11 5 100 6 10 12 883 87 10 892 25 Future Volume (vph) 39 11 5 100 6 10 12 883 87 10 892 25 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 1% 2% -3% Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.95 1.00 0.91 1.00 0.99 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1775 1761 1680 1752 3445 1796 3578 Flt Permitted 0.75 1.00 0.75 1.00 0.28 1.00 0.25 1.00 Satd. Flow (perm) 1392 1775 1385 1680 523 3445 481 3578 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 39 11 5 100 6 10 12 883 87 10 892 25 RTOR Reduction (vph) 0 5 0 0 9 0 0 2 0 0 1 0 Lane Group Flow (vph) 39 11 0 100 7 0 12 968 0 10 916 0 Confl. Peds. (#/hr)6 2 Confl. Bikes (#/hr)1 Turn Type D.P+P NA D.P+P NA D.P+P NA D.P+P NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 8 4 6 2 Actuated Green, G (s) 18.1 9.1 18.1 10.8 111.9 101.9 111.9 109.9 Effective Green, g (s) 18.1 9.1 18.1 10.8 111.9 101.9 111.9 109.9 Actuated g/C Ratio 0.12 0.06 0.12 0.07 0.75 0.68 0.75 0.73 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 186 107 189 120 406 2340 446 2621 v/s Ratio Prot 0.01 0.01 c0.03 0.00 0.00 c0.28 0.00 c0.26 v/s Ratio Perm 0.02 c0.03 0.02 0.02 v/c Ratio 0.21 0.11 0.53 0.06 0.03 0.41 0.02 0.35 Uniform Delay, d1 59.3 66.6 62.1 64.9 5.2 10.7 9.2 7.2 Progression Factor 1.00 1.00 1.00 1.00 0.56 0.28 0.32 0.31 Incremental Delay, d2 0.2 0.2 1.2 0.1 0.0 0.5 0.0 0.4 Delay (s) 59.5 66.8 63.3 64.9 2.9 3.5 2.9 2.6 Level of Service E E E E A A A A Approach Delay (s) 61.6 63.5 3.5 2.6 Approach LOS E E A A Intersection Summary HCM 2000 Control Delay 8.0 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.43 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 47.8% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 3640: 1 Wy S/1 Av S & SW 330 St/S 330 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 156 4 153 13 2 9 416 831 16 15 736 230 Future Volume (vph) 156 4 153 13 2 9 416 831 16 15 736 230 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) -4% 3% 7% -5% Total Lost time (s) 6.0 6.0 6.0 6.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.96 1.00 0.97 1.00 1.00 1.00 0.99 Flpb, ped/bikes 0.98 1.00 0.99 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 0.88 1.00 1.00 1.00 0.96 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1767 1558 1730 1561 1708 3404 1811 3453 Flt Permitted 0.75 1.00 0.45 1.00 0.23 1.00 0.29 1.00 Satd. Flow (perm) 1396 1558 815 1561 407 3404 553 3453 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 156 4 153 13 2 9 416 831 16 15 736 230 RTOR Reduction (vph) 0 132 0 0 8 0 0 0 0 0 12 0 Lane Group Flow (vph) 156 25 0 13 3 0 416 847 0 15 954 0 Confl. Peds. (#/hr) 18 18 16 16 1 1 8 8 Confl. Bikes (#/hr)1 Turn Type D.P+P NA D.P+P NA D.P+P NA D.P+P NA Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 2 6 8 4 Actuated Green, G (s) 23.1 21.1 23.1 12.2 106.9 96.5 106.9 85.9 Effective Green, g (s) 21.1 20.1 21.1 11.2 106.9 96.5 106.9 85.9 Actuated g/C Ratio 0.14 0.13 0.14 0.07 0.71 0.64 0.71 0.57 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 220 208 120 116 472 2189 481 1977 v/s Ratio Prot c0.05 0.02 0.00 0.00 c0.12 0.25 0.00 0.28 v/s Ratio Perm c0.05 0.01 c0.50 0.02 v/c Ratio 0.71 0.12 0.11 0.02 0.88 0.39 0.03 0.48 Uniform Delay, d1 60.7 57.1 61.7 64.3 15.1 12.7 10.6 18.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.63 0.47 Incremental Delay, d2 8.3 0.1 0.1 0.0 16.9 0.5 0.0 0.8 Delay (s) 69.0 57.2 61.8 64.4 31.9 13.2 6.7 9.7 Level of Service E E E E C B A A Approach Delay (s) 63.1 63.0 19.4 9.7 Approach LOS E E B A Intersection Summary HCM 2000 Control Delay 21.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.85 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 22.0 Intersection Capacity Utilization 83.2% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 3650: Pacific Hwy S & S 330 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (vph) 32 29 88 28 22 33 26 67 1313 38 84 29 Future Volume (vph) 32 29 88 28 22 33 26 67 1313 38 84 29 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) -4% 0% 2% Total Lost time (s) 6.0 6.0 6.0 6.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.91 1.00 Frpb, ped/bikes 1.00 0.97 1.00 0.98 1.00 1.00 1.00 Flpb, ped/bikes 0.98 1.00 0.99 1.00 1.00 1.00 1.00 Frt 1.00 0.89 1.00 0.91 1.00 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 Satd. Flow (prot) 1735 1642 1715 1666 1752 4962 1787 Flt Permitted 0.72 1.00 0.53 1.00 0.95 1.00 0.95 Satd. Flow (perm) 1317 1642 948 1666 1752 4962 1787 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 32 29 88 28 22 33 26 67 1313 38 84 29 RTOR Reduction (vph) 0 79 0 0 30 0 0 0 1 0 0 0 Lane Group Flow (vph) 32 38 0 28 25 0 0 93 1350 0 0 113 Confl. Peds. (#/hr) 16 16 12 12 14 14 14 21 21 Bus Blockages (#/hr) 6 0 46 6 0 6 6 0 6 0 6 0 Turn Type D.P+P NA D.P+P NA Prot Prot NA Prot Prot Protected Phases 7 4 3 8 5 5 2 1 1 Permitted Phases 8 4 Actuated Green, G (s) 18.8 15.8 18.8 15.7 17.0 97.5 13.7 Effective Green, g (s) 16.8 14.8 16.8 14.7 17.0 97.5 13.7 Actuated g/C Ratio 0.11 0.10 0.11 0.10 0.11 0.65 0.09 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 153 162 116 163 198 3225 163 v/s Ratio Prot 0.00 0.02 c0.00 0.02 0.05 c0.27 c0.06 v/s Ratio Perm 0.02 c0.02 v/c Ratio 0.21 0.23 0.24 0.15 0.47 0.42 0.69 Uniform Delay, d1 60.6 62.4 63.6 62.0 62.3 12.6 66.1 Progression Factor 1.00 1.00 1.00 1.00 1.10 1.02 0.84 Incremental Delay, d2 0.2 0.3 0.4 0.2 0.5 0.3 7.5 Delay (s) 60.9 62.6 64.0 62.1 68.8 13.1 62.9 Level of Service E E E E E B E Approach Delay (s) 62.3 62.8 16.7 Approach LOS E E B Intersection Summary HCM 2000 Control Delay 28.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.51 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 22.0 Intersection Capacity Utilization 68.2% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 3650: Pacific Hwy S & S 330 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement SBT SBR Lane Configurations Traffic Volume (vph) 1709 46 Future Volume (vph) 1709 46 Ideal Flow (vphpl) 1900 1900 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) 5060 Flt Permitted 1.00 Satd. Flow (perm) 5060 Peak-hour factor, PHF 1.00 1.00 Adj. Flow (vph) 1709 46 RTOR Reduction (vph) 1 0 Lane Group Flow (vph) 1754 0 Confl. Peds. (#/hr) 21 Bus Blockages (#/hr) 6 0 Turn Type NA Protected Phases 6 Permitted Phases Actuated Green, G (s) 94.2 Effective Green, g (s) 94.2 Actuated g/C Ratio 0.63 Clearance Time (s) 5.0 Vehicle Extension (s) 2.0 Lane Grp Cap (vph) 3177 v/s Ratio Prot c0.35 v/s Ratio Perm v/c Ratio 0.55 Uniform Delay, d1 15.9 Progression Factor 1.93 Incremental Delay, d2 0.5 Delay (s) 31.2 Level of Service C Approach Delay (s) 33.2 Approach LOS C Intersection Summary HCM Signalized Intersection Capacity Analysis 4050: Pacific Hwy S & S 336 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (vph) 297 504 346 203 710 160 15 262 944 77 14 101 Future Volume (vph) 297 504 346 203 710 160 15 262 944 77 14 101 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 1% 1% 3% Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 0.97 0.91 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.97 1.00 0.99 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 Satd. Flow (prot) 1718 1853 1522 1732 3399 3368 4902 1796 Flt Permitted 0.10 1.00 1.00 0.13 1.00 0.95 1.00 0.95 Satd. Flow (perm) 175 1853 1522 238 3399 3368 4902 1796 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 297 504 346 203 710 160 15 262 944 77 14 101 RTOR Reduction (vph) 0 0 139 0 13 0 0 0 6 0 0 0 Lane Group Flow (vph) 297 504 207 203 857 0 0 277 1015 0 0 115 Confl. Peds. (#/hr) 6 6 7 7 3 3 3 3 3 Bus Blockages (#/hr) 6 0 4 4 2 6 4 2 6 0 6 0 Turn Type D.P+P NA Perm D.P+P NA Prot Prot NA Prot Prot Protected Phases 7 4 3 8 5 5 2 1 1 Permitted Phases 8 4 4 Actuated Green, G (s) 65.6 47.8 47.8 65.6 41.4 14.5 47.4 17.0 Effective Green, g (s) 65.6 47.8 47.8 65.6 41.4 14.5 47.4 17.0 Actuated g/C Ratio 0.44 0.32 0.32 0.44 0.28 0.10 0.32 0.11 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 325 590 485 281 938 325 1549 203 v/s Ratio Prot 0.15 c0.27 0.09 c0.25 c0.08 0.21 0.06 v/s Ratio Perm 0.25 0.14 0.23 v/c Ratio 0.91 0.85 0.43 0.72 0.91 0.85 0.66 0.57 Uniform Delay, d1 45.5 47.8 40.3 55.1 52.6 66.7 44.3 63.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 0.85 1.10 1.23 Incremental Delay, d2 28.4 11.2 0.2 7.5 12.8 17.5 2.1 1.9 Delay (s) 73.9 59.0 40.5 62.7 65.4 73.9 50.6 79.5 Level of Service E E D E E E D E Approach Delay (s) 57.3 64.9 55.5 Approach LOS E E E Intersection Summary HCM 2000 Control Delay 62.4 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.86 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 94.0% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 4050: Pacific Hwy S & S 336 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement SBT SBR Lane Configurations Traffic Volume (vph) 1347 346 Future Volume (vph) 1347 346 Ideal Flow (vphpl) 1900 1900 Grade (%) -3% Total Lost time (s) 5.0 5.0 Lane Util. Factor 0.91 1.00 Frpb, ped/bikes 1.00 0.98 Flpb, ped/bikes 1.00 1.00 Frt 1.00 0.85 Flt Protected 1.00 1.00 Satd. Flow (prot) 5134 1565 Flt Permitted 1.00 1.00 Satd. Flow (perm) 5134 1565 Peak-hour factor, PHF 1.00 1.00 Adj. Flow (vph) 1347 346 RTOR Reduction (vph) 0 178 Lane Group Flow (vph) 1347 168 Confl. Peds. (#/hr) 3 Bus Blockages (#/hr) 4 2 Turn Type NA Perm Protected Phases 6 Permitted Phases 6 Actuated Green, G (s) 49.9 49.9 Effective Green, g (s) 49.9 49.9 Actuated g/C Ratio 0.33 0.33 Clearance Time (s) 5.0 5.0 Vehicle Extension (s) 2.0 2.0 Lane Grp Cap (vph) 1707 520 v/s Ratio Prot c0.26 v/s Ratio Perm 0.11 v/c Ratio 0.79 0.32 Uniform Delay, d1 45.3 37.4 Progression Factor 1.22 2.81 Incremental Delay, d2 3.4 1.5 Delay (s) 58.7 106.6 Level of Service E F Approach Delay (s) 69.2 Approach LOS E Intersection Summary HCM Signalized Intersection Capacity Analysis 4250: Pacific Hwy S & S 340 Pl/16 Av S Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 10 5 16 19 1 770 3 2 447 10 905 931 Future Volume (vph) 10 5 16 19 1 770 3 2 447 10 905 931 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 2% -5% 0% -2% Total Lost time (s) 5.0 5.0 5.0 5.0 6.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.88 1.00 0.91 0.97 0.91 Frpb, ped/bikes 1.00 0.98 1.00 1.00 0.99 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.89 1.00 1.00 0.85 1.00 1.00 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1752 1604 1799 1909 2819 1763 5039 3454 5119 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.28 1.00 0.95 1.00 Satd. Flow (perm) 1752 1604 1799 1909 2819 521 5039 3454 5119 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 10 5 16 19 1 770 3 2 447 10 905 931 RTOR Reduction (vph) 0 14 0 0 0 210 0 0 1 0 0 0 Lane Group Flow (vph) 10 7 0 19 1 560 0 5 456 0 905 934 Confl. Peds. (#/hr) 10 10 10 10 10 10 10 1 Bus Blockages (#/hr) 0 0 0 2 0 4 0 0 4 2 2 2 Turn Type Prot NA Prot NA pm+ov Perm D.P+P NA Prot NA Protected Phases 7 4 3 8 5 1 6 5 2 Permitted Phases 8 6 2 Actuated Green, G (s) 2.6 16.8 4.2 18.4 84.4 109.0 43.0 66.0 108.0 Effective Green, g (s) 2.6 16.8 4.2 18.4 82.4 109.0 43.0 66.0 108.0 Actuated g/C Ratio 0.02 0.11 0.03 0.12 0.55 0.73 0.29 0.44 0.72 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 30 179 50 234 1661 386 1444 1519 3685 v/s Ratio Prot 0.01 0.00 c0.01 0.00 c0.15 0.00 c0.09 c0.26 0.18 v/s Ratio Perm 0.05 0.01 v/c Ratio 0.33 0.04 0.38 0.00 0.34 0.01 0.32 0.60 0.25 Uniform Delay, d1 72.8 59.4 71.6 57.8 18.7 5.7 42.0 31.9 7.2 Progression Factor 1.00 1.00 0.89 1.61 1.33 1.00 1.00 0.56 0.33 Incremental Delay, d2 2.4 0.0 1.7 0.0 0.0 0.0 0.0 1.2 0.1 Delay (s) 75.2 59.4 65.5 92.8 24.8 5.7 42.0 19.0 2.5 Level of Service E E E F C A D B A Approach Delay (s) 64.5 25.9 41.6 10.6 Approach LOS E C D B Intersection Summary HCM 2000 Control Delay 19.6 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.48 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 21.0 Intersection Capacity Utilization 84.7% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 4250: Pacific Hwy S & S 340 Pl/16 Av S Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement SBR Lane Configurations Traffic Volume (vph) 3 Future Volume (vph) 3 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, PHF 1.00 Adj. Flow (vph) 3 RTOR Reduction (vph) 0 Lane Group Flow (vph) 0 Confl. Peds. (#/hr) 10 Bus Blockages (#/hr) 0 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary HCM Signalized Intersection Capacity Analysis 4550: 16 Av S & S 344 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 13 39 93 148 28 88 69 764 48 137 813 12 Future Volume (vph) 13 39 93 148 28 88 69 764 48 137 813 12 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 2% -5% 3% -1% Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.89 1.00 0.89 1.00 0.99 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1736 1633 1798 1674 1742 3436 1778 3533 Flt Permitted 0.61 1.00 0.48 1.00 0.29 1.00 0.28 1.00 Satd. Flow (perm) 1119 1633 904 1674 535 3436 533 3533 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 13 39 93 148 28 88 69 764 48 137 813 12 RTOR Reduction (vph) 0 64 0 0 70 0 0 2 0 0 0 0 Lane Group Flow (vph) 13 68 0 148 46 0 69 810 0 137 825 0 Confl. Peds. (#/hr) 1 1 1 1 2 2 2 2 Bus Blockages (#/hr) 2 0 2 2 0 2 0 2 0 0 2 0 Turn Type D.P+P NA D.P+P NA D.P+P NA D.P+P NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 8 4 6 2 Actuated Green, G (s) 33.5 18.6 33.5 31.0 96.5 85.7 96.5 92.5 Effective Green, g (s) 33.5 18.6 33.5 31.0 96.5 85.7 96.5 92.5 Actuated g/C Ratio 0.22 0.12 0.22 0.21 0.64 0.57 0.64 0.62 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 260 202 290 345 376 1963 432 2178 v/s Ratio Prot 0.00 0.04 c0.05 0.03 0.00 c0.24 c0.02 c0.23 v/s Ratio Perm 0.01 c0.06 0.11 0.18 v/c Ratio 0.05 0.34 0.51 0.13 0.18 0.41 0.32 0.38 Uniform Delay, d1 45.6 60.1 49.4 48.5 16.7 18.0 19.9 14.4 Progression Factor 1.00 1.00 1.00 1.00 1.38 1.03 0.19 0.09 Incremental Delay, d2 0.0 0.4 0.6 0.1 0.1 0.4 0.1 0.4 Delay (s) 45.6 60.4 50.0 48.6 23.1 19.0 3.8 1.8 Level of Service D E D D C B A A Approach Delay (s) 59.1 49.4 19.3 2.1 Approach LOS E D B A Intersection Summary HCM 2000 Control Delay 18.0 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.43 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 63.5% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 4850: Enchanted Pkwy S/16 Av S & S 348 St/SR 18 Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBU EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL Lane Configurations Traffic Volume (vph) 14 124 1152 280 932 1417 375 96 277 552 629 371 Future Volume (vph) 14 124 1152 280 932 1417 375 96 277 552 629 371 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 2% -4% 2% Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 0.91 1.00 0.94 0.91 1.00 0.97 0.91 0.91 0.97 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 0.99 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.95 0.85 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 Satd. Flow (prot) 1738 5034 1529 5077 5173 1571 3385 3167 1415 3467 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 Satd. Flow (perm) 1738 5034 1529 5077 5173 1571 3385 3167 1415 3467 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 14 124 1152 280 932 1417 375 96 277 552 629 371 RTOR Reduction (vph) 0 0 0 90 0 0 187 0 0 34 46 0 Lane Group Flow (vph) 0 138 1152 190 932 1417 188 0 373 782 319 371 Confl. Peds. (#/hr) 4 4 4 5 5 1 1 1 14 Bus Blockages (#/hr) 2 2 0 2 2 2 2 2 2 2 0 0 Turn Type Prot Prot NA Perm Prot NA Perm Prot Prot NA pm+ov Prot Protected Phases 7 7 4 3 8 5 5 2 3 1 Permitted Phases 4 8 2 Actuated Green, G (s) 15.0 40.6 40.6 28.9 54.5 54.5 17.8 42.3 71.2 18.2 Effective Green, g (s) 15.0 40.6 40.6 28.9 54.5 54.5 17.8 42.3 71.2 18.2 Actuated g/C Ratio 0.10 0.27 0.27 0.19 0.36 0.36 0.12 0.28 0.47 0.12 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 173 1362 413 978 1879 570 401 893 671 420 v/s Ratio Prot 0.08 c0.23 c0.18 0.27 0.11 c0.25 0.09 c0.11 v/s Ratio Perm 0.12 0.12 0.13 v/c Ratio 0.80 0.85 0.46 0.95 0.75 0.33 0.93 0.88 0.48 0.88 Uniform Delay, d1 66.0 51.7 45.6 59.9 41.9 34.6 65.5 51.3 26.7 64.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.88 1.09 1.43 1.02 Incremental Delay, d2 20.7 6.6 3.6 18.2 2.9 1.6 25.7 8.4 0.2 18.2 Delay (s) 86.7 58.4 49.2 78.1 44.7 36.1 83.4 64.3 38.4 84.2 Level of Service F E D E D D F E D F Approach Delay (s) 59.2 55.0 62.8 Approach LOS E D E Intersection Summary HCM 2000 Control Delay 58.3 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.88 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 99.5% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 4850: Enchanted Pkwy S/16 Av S & S 348 St/SR 18 Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement SBT SBR Lane Configurations Traffic Volume (vph) 754 109 Future Volume (vph) 754 109 Ideal Flow (vphpl) 1900 1900 Grade (%) -2% Total Lost time (s) 5.0 Lane Util. Factor 0.91 Frpb, ped/bikes 1.00 Flpb, ped/bikes 1.00 Frt 0.98 Flt Protected 1.00 Satd. Flow (prot) 5009 Flt Permitted 1.00 Satd. Flow (perm) 5009 Peak-hour factor, PHF 1.00 1.00 Adj. Flow (vph) 754 109 RTOR Reduction (vph) 13 0 Lane Group Flow (vph) 850 0 Confl. Peds. (#/hr) 14 Bus Blockages (#/hr) 2 2 Turn Type NA Protected Phases 6 Permitted Phases Actuated Green, G (s) 42.7 Effective Green, g (s) 42.7 Actuated g/C Ratio 0.28 Clearance Time (s) 5.0 Vehicle Extension (s) 2.0 Lane Grp Cap (vph) 1425 v/s Ratio Prot 0.17 v/s Ratio Perm v/c Ratio 0.60 Uniform Delay, d1 46.2 Progression Factor 1.02 Incremental Delay, d2 0.4 Delay (s) 47.7 Level of Service D Approach Delay (s) 58.7 Approach LOS E Intersection Summary HCM Signalized Intersection Capacity Analysis 5050: Enchanted Pkwy S & S 352 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 85 76 90 233 138 279 107 952 222 249 1496 97 Future Volume (vph) 85 76 90 233 138 279 107 952 222 249 1496 97 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 1% -11% 0% 1% Total Lost time (s) 6.0 6.0 5.0 6.0 6.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.97 1.00 1.00 1.00 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.92 1.00 1.00 0.85 1.00 0.97 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1739 1703 1867 1965 1611 1770 3439 1761 3522 1539 Flt Permitted 0.57 1.00 0.65 1.00 1.00 0.11 1.00 0.16 1.00 1.00 Satd. Flow (perm) 1049 1703 1281 1965 1611 200 3439 305 3522 1539 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 85 76 90 233 138 279 107 952 222 249 1496 97 RTOR Reduction (vph) 0 29 0 0 0 166 0 13 0 0 0 31 Lane Group Flow (vph) 85 137 0 233 138 113 107 1161 0 249 1496 66 Confl. Peds. (#/hr) 3 4 1 1 Bus Blockages (#/hr) 2 0 0 0 0 2 0 0 0 0 0 0 Turn Type D.P+P NA Perm NA Perm Perm NA D.P+P NA Perm Protected Phases 7 4 8 2 1 6 Permitted Phases 8 8 8 2 2 6 Actuated Green, G (s) 34.5 39.5 29.5 29.5 29.5 87.5 87.5 95.5 100.5 100.5 Effective Green, g (s) 32.5 38.5 29.5 28.5 28.5 87.5 87.5 95.5 100.5 100.5 Actuated g/C Ratio 0.22 0.26 0.20 0.19 0.19 0.58 0.58 0.64 0.67 0.67 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 245 437 251 373 306 116 2006 271 2359 1031 v/s Ratio Prot 0.01 c0.08 0.07 0.34 c0.05 0.42 v/s Ratio Perm 0.07 c0.18 0.07 c0.53 0.53 0.04 v/c Ratio 0.35 0.31 0.93 0.37 0.37 0.92 0.58 0.92 0.63 0.06 Uniform Delay, d1 49.7 45.1 59.2 52.9 52.9 28.2 19.7 39.8 14.2 8.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.70 0.81 Incremental Delay, d2 0.3 0.2 37.0 0.2 0.3 64.7 1.2 24.0 0.8 0.1 Delay (s) 50.0 45.2 96.2 53.2 53.2 92.9 20.9 63.3 10.8 7.0 Level of Service D D F D D F C E B A Approach Delay (s) 46.9 68.6 26.9 17.7 Approach LOS D E C B Intersection Summary HCM 2000 Control Delay 30.7 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.92 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 22.0 Intersection Capacity Utilization 87.2% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 5251: Enchanted Pkwy S & S 356 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph) 220 21 252 54 132 18 372 1117 76 1 7 1127 Future Volume (vph) 220 21 252 54 132 18 372 1117 76 1 7 1127 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -1% 0% Total Lost time (s) 5.0 5.0 3.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.97 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 0.98 1.00 0.99 1.00 1.00 Flt Protected 0.96 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1781 1583 1755 1829 3450 3506 1770 3538 Flt Permitted 0.55 1.00 0.42 1.00 0.95 1.00 1.00 1.00 Satd. Flow (perm) 1031 1583 778 1829 3450 3506 1863 3538 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 220 21 252 54 132 18 372 1117 76 1 7 1127 RTOR Reduction (vph) 0 0 188 0 4 0 0 3 0 0 0 0 Lane Group Flow (vph) 0 241 64 54 146 0 372 1190 0 0 8 1129 Confl. Peds. (#/hr)4 8 Bus Blockages (#/hr) 0 0 0 2 0 0 0 0 0 0 0 0 Turn Type Perm NA Perm Perm NA Prot NA custom Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 1 Actuated Green, G (s) 37.9 37.9 37.9 37.9 24.1 95.1 2.0 73.0 Effective Green, g (s) 37.9 37.9 39.9 37.9 24.1 95.1 2.0 73.0 Actuated g/C Ratio 0.25 0.25 0.27 0.25 0.16 0.63 0.01 0.49 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 260 399 206 462 554 2222 24 1721 v/s Ratio Prot 0.08 c0.11 0.34 c0.32 v/s Ratio Perm c0.23 0.04 0.07 0.00 v/c Ratio 0.93 0.16 0.26 0.32 0.67 0.54 0.33 0.66 Uniform Delay, d1 54.7 43.6 43.4 45.5 59.2 15.2 73.3 29.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 35.9 0.1 0.2 0.1 2.5 0.9 3.0 2.0 Delay (s) 90.6 43.7 43.7 45.7 61.7 16.1 76.3 31.0 Level of Service F D D D E B E C Approach Delay (s) 66.6 45.1 27.0 31.3 Approach LOS E D C C Intersection Summary HCM 2000 Control Delay 35.3 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.73 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 15.0 Intersection Capacity Utilization 79.8% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 5251: Enchanted Pkwy S & S 356 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement SBR Lane Configurations Traffic Volume (vph) 2 Future Volume (vph) 2 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, PHF 1.00 Adj. Flow (vph) 2 RTOR Reduction (vph) 0 Lane Group Flow (vph) 0 Confl. Peds. (#/hr) Bus Blockages (#/hr) 0 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary HCM Unsignalized Intersection Capacity Analysis 451: Pacific Hwy S & 16 Av S Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement NBU NBL NBT SBU SBT SBR SEL SER Lane Configurations Traffic Volume (veh/h) 24 179 1260 1 2512 6 0 420 Future Volume (Veh/h) 24 179 1260 1 2512 6 0 420 Sign Control Free Free Stop Grade -3% 2% 4% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 0 179 1260 0 2512 6 0 420 Pedestrians 10 10 4 Lane Width (ft) 12.0 12.0 12.0 Walking Speed (ft/s) 3.5 3.5 3.5 Percent Blockage 1 1 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft)908 pX, platoon unblocked 0.00 0.71 0.00 0.71 0.71 vC, conflicting volume 0 2522 0 3307 854 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 0 1731 0 2830 0 tC, single (s) 0.0 4.1 0.0 6.8 6.9 tC, 2 stage (s) tF (s) 0.0 2.2 0.0 3.5 3.3 p0 queue free % 0 30 0 100 45 cM capacity (veh/h) 0 256 0 3 764 Direction, Lane # NB 1 NB 2 NB 3 NB 4 SB 1 SB 2 SB 3 SE 1 Volume Total 179 420 420 420 1005 1005 508 420 Volume Left 179 0 0 0 0 0 0 0 Volume Right 0 0 0 0 0 0 6 420 cSH 256 1700 1700 1700 1700 1700 1700 764 Volume to Capacity 0.70 0.25 0.25 0.25 0.59 0.59 0.30 0.55 Queue Length 95th (ft) 117 0 0 0 0 0 0 85 Control Delay (s) 46.1 0.0 0.0 0.0 0.0 0.0 0.0 15.3 Lane LOS E C Approach Delay (s) 5.7 0.0 15.3 Approach LOS C Intersection Summary Average Delay 3.4 Intersection Capacity Utilization 112.0% ICU Level of Service H Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 750: Pacific Hwy S & S 283 Pl Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement WBL WBR NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 0 73 1365 16 32 88 2753 Future Volume (Veh/h) 0 73 1365 16 32 88 2753 Sign Control Stop Free Free Grade -11% -3% 3% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 0 73 1365 16 0 88 2753 Pedestrians 7 10 10 Lane Width (ft) 12.0 12.0 12.0 Walking Speed (ft/s) 3.5 3.5 3.5 Percent Blockage 1 1 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked 0.00 vC, conflicting volume 2484 480 0 1388 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 2484 480 0 1388 tC, single (s) 6.8 6.9 0.0 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 0.0 2.2 p0 queue free % 100 86 0 82 cM capacity (veh/h) 20 524 0 486 Direction, Lane # WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 SB 4 Volume Total 73 546 546 289 88 918 918 918 Volume Left 0 0 0 0 88 0 0 0 Volume Right 73 0 0 16 0 0 0 0 cSH 524 1700 1700 1700 486 1700 1700 1700 Volume to Capacity 0.14 0.32 0.32 0.17 0.18 0.54 0.54 0.54 Queue Length 95th (ft) 12 0 0 0 16 0 0 0 Control Delay (s) 13.0 0.0 0.0 0.0 14.0 0.0 0.0 0.0 Lane LOS B B Approach Delay (s) 13.0 0.0 0.4 Approach LOS B Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 66.9% ICU Level of Service C Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 756: Military Rd S & S 284 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR Lane Configurations Traffic Volume (veh/h) 17 527 0 12 1088 3 2 0 12 0 0 8 Future Volume (Veh/h) 17 527 0 12 1088 3 2 0 12 0 0 8 Sign Control Free Free Stop Stop Grade -4% 5% -8% 9% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 17 527 0 12 1088 3 2 0 12 0 0 8 Pedestrians 10 10 10 10 Lane Width (ft) 12.0 12.0 12.0 12.0 Walking Speed (ft/s) 3.5 3.5 3.5 3.5 Percent Blockage 1 1 1 1 Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1101 537 1702 1694 1110 1705 1696 547 vC1, stage 1 conf vol 1124 1124 571 571 vC2, stage 2 conf vol 579 571 1134 1125 vCu, unblocked vol 1101 537 1702 1694 1110 1705 1696 547 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s)6.1 5.5 6.1 5.5 tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 97 99 99 100 95 100 100 98 cM capacity (veh/h) 628 1021 219 245 251 194 231 526 Direction, Lane # NB 1 NB 2 SB 1 SB 2 SE 1 NW 1 Volume Total 17 527 12 1091 14 8 Volume Left 17 0 12 0 2 0 Volume Right 0 0 0 3 12 8 cSH 628 1700 1021 1700 245 526 Volume to Capacity 0.03 0.31 0.01 0.64 0.06 0.02 Queue Length 95th (ft) 2 0 1 0 5 1 Control Delay (s) 10.9 0.0 8.6 0.0 20.6 12.0 Lane LOS B A C B Approach Delay (s) 0.3 0.1 20.6 12.0 Approach LOS C B Intersection Summary Average Delay 0.4 Intersection Capacity Utilization 71.9% ICU Level of Service C Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 1052: S 288 St & 20 Av S Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 51 644 596 43 38 43 Future Volume (Veh/h) 51 644 596 43 38 43 Sign Control Free Free Stop Grade 0% 0% -1% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 51 644 596 43 38 43 Pedestrians 10 10 3 Lane Width (ft) 11.0 11.0 15.0 Walking Speed (ft/s) 3.5 3.5 3.5 Percent Blockage 1 1 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 798 pX, platoon unblocked 0.95 vC, conflicting volume 642 1054 332 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 642 943 332 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 95 84 93 cM capacity (veh/h) 935 231 655 Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1 Volume Total 266 429 397 242 81 Volume Left 51 0 0 0 38 Volume Right 0 0 0 43 43 cSH 935 1700 1700 1700 352 Volume to Capacity 0.05 0.25 0.23 0.14 0.23 Queue Length 95th (ft) 4 0 0 0 22 Control Delay (s) 2.2 0.0 0.0 0.0 18.3 Lane LOS A C Approach Delay (s) 0.8 0.0 18.3 Approach LOS C Intersection Summary Average Delay 1.5 Intersection Capacity Utilization 56.5% ICU Level of Service B Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 1053: 21 Av S & S 288 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 682 11 21 618 14 17 Future Volume (Veh/h) 682 11 21 618 14 17 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 682 11 21 618 14 17 Pedestrians 10 10 18 Lane Width (ft) 11.0 11.0 15.0 Walking Speed (ft/s) 3.5 3.5 3.5 Percent Blockage 1 1 2 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 1014 1290 pX, platoon unblocked 0.96 0.96 0.96 vC, conflicting volume 711 1066 374 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 620 990 270 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s)2.2 3.5 3.3 p0 queue free % 98 94 97 cM capacity (veh/h) 900 222 679 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 Volume Total 455 238 227 412 31 Volume Left 0 0 21 0 14 Volume Right 0 11 0 0 17 cSH 1700 1700 900 1700 352 Volume to Capacity 0.27 0.14 0.02 0.24 0.09 Queue Length 95th (ft) 0 0 2 0 7 Control Delay (s) 0.0 0.0 1.1 0.0 16.2 Lane LOS A C Approach Delay (s) 0.0 0.4 16.2 Approach LOS C Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 44.0% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 1058: Camelot Dr S & S 288 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 777 44 35 609 19 22 Future Volume (Veh/h) 777 44 35 609 19 22 Sign Control Free Free Stop Grade 0% 0% 2% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 777 44 35 609 19 22 Pedestrians 16 16 1 Lane Width (ft) 11.0 11.0 12.0 Walking Speed (ft/s) 3.5 3.5 3.5 Percent Blockage 1 1 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 1242 pX, platoon unblocked 0.95 0.95 0.95 vC, conflicting volume 822 1190 428 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 697 1087 280 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s)2.2 3.5 3.3 p0 queue free % 96 90 97 cM capacity (veh/h) 846 188 668 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 Volume Total 518 303 238 406 41 Volume Left 0 0 35 0 19 Volume Right 0 44 0 0 22 cSH 1700 1700 846 1700 306 Volume to Capacity 0.30 0.18 0.04 0.24 0.13 Queue Length 95th (ft) 0 0 3 0 11 Control Delay (s) 0.0 0.0 1.8 0.0 18.6 Lane LOS A C Approach Delay (s) 0.0 0.7 18.6 Approach LOS C Intersection Summary Average Delay 0.8 Intersection Capacity Utilization 58.8% ICU Level of Service B Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 1059: S 288 St & 30 Av S Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 12 762 621 7 6 13 Future Volume (Veh/h) 12 762 621 7 6 13 Sign Control Free Free Stop Grade -5% 5% 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 12 762 621 7 6 13 Pedestrians 10 10 14 Lane Width (ft) 11.0 11.0 15.0 Walking Speed (ft/s) 3.5 3.5 3.5 Percent Blockage 1 1 2 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 1296 pX, platoon unblocked vC, conflicting volume 642 1054 338 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 642 1054 338 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 99 97 98 cM capacity (veh/h) 923 213 641 Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1 Volume Total 266 508 414 214 19 Volume Left 12 0 0 0 6 Volume Right 0 0 0 7 13 cSH 923 1700 1700 1700 392 Volume to Capacity 0.01 0.30 0.24 0.13 0.05 Queue Length 95th (ft) 1 0 0 0 4 Control Delay (s) 0.5 0.0 0.0 0.0 14.6 Lane LOS A B Approach Delay (s) 0.2 0.0 14.6 Approach LOS B Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 41.2% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 1557: S 296 Pl/Camelot Dr S & Military Rd S Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Volume (veh/h) 64 757 2 1 533 56 1 0 1 42 2 52 Future Volume (Veh/h) 64 757 2 1 533 56 1 0 1 42 2 52 Sign Control Free Free Stop Stop Grade 4% -6% 0% 4% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 64 757 2 1 533 56 1 0 1 42 2 52 Pedestrians 10 10 14 14 Lane Width (ft) 12.0 12.0 14.0 12.0 Walking Speed (ft/s) 3.5 3.5 3.5 3.5 Percent Blockage 1 1 2 1 Right turn flare (veh) Median type None TWLTL Median storage veh)2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 603 773 1497 1504 781 1473 1478 585 vC1, stage 1 conf vol 899 899 577 577 vC2, stage 2 conf vol 598 605 896 901 vCu, unblocked vol 603 773 1497 1504 781 1473 1478 585 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s)6.1 5.5 6.1 5.5 tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 93 100 100 100 100 84 99 90 cM capacity (veh/h) 962 829 243 272 385 267 284 499 Direction, Lane # SE 1 SE 2 SE 3 NW 1 NW 2 NE 1 SW 1 Volume Total 64 757 2 1 589 2 96 Volume Left 64 0 0 1 0 1 42 Volume Right 0 0 2 0 56 1 52 cSH 962 1700 1700 829 1700 298 358 Volume to Capacity 0.07 0.45 0.00 0.00 0.35 0.01 0.27 Queue Length 95th (ft) 5 0 0 0 0 1 27 Control Delay (s) 9.0 0.0 0.0 9.3 0.0 17.2 18.7 Lane LOS A A C C Approach Delay (s) 0.7 0.0 17.2 18.7 Approach LOS C C Intersection Summary Average Delay 1.6 Intersection Capacity Utilization 62.4% ICU Level of Service B Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 1647: S Dash Point Rd & 9 Pl S Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT WBT WBR SEL SER Lane Configurations Traffic Volume (veh/h) 31 396 913 70 29 28 Future Volume (Veh/h) 31 396 913 70 29 28 Sign Control Free Free Stop Grade 2% -2% 1% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 31 396 913 70 29 28 Pedestrians 10 10 Lane Width (ft) 11.0 11.0 Walking Speed (ft/s) 3.5 3.5 Percent Blockage 1 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 593 pX, platoon unblocked 0.79 0.79 0.79 vC, conflicting volume 983 1416 958 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 846 1394 815 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 95 75 91 cM capacity (veh/h) 625 116 296 Direction, Lane # EB 1 WB 1 SE 1 Volume Total 427 983 57 Volume Left 31 0 29 Volume Right 0 70 28 cSH 625 1700 166 Volume to Capacity 0.05 0.58 0.34 Queue Length 95th (ft) 4 0 36 Control Delay (s) 1.5 0.0 37.8 Lane LOS A E Approach Delay (s) 1.5 0.0 37.8 Approach LOS E Intersection Summary Average Delay 1.9 Intersection Capacity Utilization 64.3% ICU Level of Service C Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 1751: Pacific Hwy S & 18 Av S Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement WBL WBR NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 0 62 1292 88 3 17 1812 Future Volume (Veh/h) 0 62 1292 88 3 17 1812 Sign Control Stop Free Free Grade -10% -4% 3% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 0 62 1292 88 0 17 1812 Pedestrians 1 10 10 Lane Width (ft) 10.0 12.0 12.0 Walking Speed (ft/s) 3.5 3.5 3.5 Percent Blockage 0 1 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft)678 pX, platoon unblocked 0.74 0.00 vC, conflicting volume 1985 486 0 1381 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1085 486 0 1381 tC, single (s) 6.8 6.9 0.0 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 0.0 2.2 p0 queue free % 100 88 0 97 cM capacity (veh/h) 149 523 0 492 Direction, Lane # WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 SB 4 Volume Total 62 517 517 346 17 604 604 604 Volume Left 0 0 0 0 17 0 0 0 Volume Right 62 0 0 88 0 0 0 0 cSH 523 1700 1700 1700 492 1700 1700 1700 Volume to Capacity 0.12 0.30 0.30 0.20 0.03 0.36 0.36 0.36 Queue Length 95th (ft) 10 0 0 0 3 0 0 0 Control Delay (s) 12.8 0.0 0.0 0.0 12.6 0.0 0.0 0.0 Lane LOS B B Approach Delay (s) 12.8 0.0 0.1 Approach LOS B Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 49.5% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 1838: 2 Pl SW & SW Dash Point Rd Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 1 461 0 4 978 4 0 0 3 6 0 1 Future Volume (Veh/h) 1 461 0 4 978 4 0 0 3 6 0 1 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 1 461 0 4 978 4 0 0 3 6 0 1 Pedestrians 10 10 10 10 Lane Width (ft) 11.0 11.0 14.0 14.0 Walking Speed (ft/s) 3.5 3.5 3.5 3.5 Percent Blockage 1 1 1 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 992 471 1472 1473 481 1474 1471 1000 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 992 471 1472 1473 481 1474 1471 1000 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 100 100 100 100 99 94 100 100 cM capacity (veh/h) 689 1079 100 123 574 100 124 289 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 462 986 3 7 Volume Left 1 4 0 6 Volume Right 0 4 3 1 cSH 689 1079 574 110 Volume to Capacity 0.00 0.00 0.01 0.06 Queue Length 95th (ft) 0 0 0 5 Control Delay (s) 0.0 0.1 11.3 39.9 Lane LOS A A B E Approach Delay (s) 0.0 0.1 11.3 39.9 Approach LOS B E Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 68.3% ICU Level of Service C Analysis Period (min) 15 Description: Traffic Count Consultant - 10/07/2014 HCM Unsignalized Intersection Capacity Analysis 1839: SW Dash Point Rd & SW 301 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement NBT NBR SBL SBT SWL SWR Lane Configurations Traffic Volume (veh/h) 764 62 66 400 13 221 Future Volume (Veh/h) 764 62 66 400 13 221 Sign Control Free Free Stop Grade -1% 0% 10% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 764 62 66 400 13 221 Pedestrians 10 10 Lane Width (ft) 11.0 11.0 Walking Speed (ft/s) 3.5 3.5 Percent Blockage 1 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 826 1337 805 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 826 1337 805 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s)2.2 3.5 3.3 p0 queue free % 92 91 42 cM capacity (veh/h) 805 153 378 Direction, Lane # NB 1 SB 1 SW 1 Volume Total 826 466 234 Volume Left 0 66 13 Volume Right 62 0 221 cSH 1700 805 350 Volume to Capacity 0.49 0.08 0.67 Queue Length 95th (ft) 0 7 115 Control Delay (s) 0.0 2.3 33.8 Lane LOS A D Approach Delay (s) 0.0 2.3 33.8 Approach LOS D Intersection Summary Average Delay 5.9 Intersection Capacity Utilization 95.6% ICU Level of Service F Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 1842: 4 Av S & S Dash Point Rd Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 12 340 12 77 840 20 6 7 43 13 8 5 Future Volume (Veh/h) 12 340 12 77 840 20 6 7 43 13 8 5 Sign Control Free Free Stop Stop Grade -3% 2% -3% 5% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 12 340 12 77 840 20 6 7 43 13 8 5 Pedestrians 10 10 10 10 Lane Width (ft) 11.0 11.0 15.0 14.0 Walking Speed (ft/s) 3.5 3.5 3.5 3.5 Percent Blockage 1 1 1 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 870 362 1403 1404 366 1440 1400 870 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 870 362 1403 1404 366 1440 1400 870 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 98 93 94 94 94 85 94 99 cM capacity (veh/h) 766 1182 100 126 665 89 126 344 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 364 937 56 26 Volume Left 12 77 6 13 Volume Right 12 20 43 5 cSH 766 1182 310 116 Volume to Capacity 0.02 0.07 0.18 0.22 Queue Length 95th (ft) 1 5 16 20 Control Delay (s) 0.5 1.7 19.1 44.7 Lane LOS A A C E Approach Delay (s) 0.5 1.7 19.1 44.7 Approach LOS C E Intersection Summary Average Delay 2.9 Intersection Capacity Utilization 86.0% ICU Level of Service E Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 1846: S Dash Point Rd & S 301 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 5 15 387 6 20 912 Future Volume (Veh/h) 5 15 387 6 20 912 Sign Control Stop Free Free Grade -10% 4% -5% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 5 15 387 6 20 912 Pedestrians 10 10 Lane Width (ft) 12.0 12.0 Walking Speed (ft/s) 3.5 3.5 Percent Blockage 1 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1352 400 393 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1352 400 393 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 97 98 98 cM capacity (veh/h) 162 644 1166 Direction, Lane # WB 1 NB 1 SB 1 Volume Total 20 393 932 Volume Left 5 0 20 Volume Right 15 6 0 cSH 370 1700 1166 Volume to Capacity 0.05 0.23 0.02 Queue Length 95th (ft) 4 0 1 Control Delay (s) 15.3 0.0 0.5 Lane LOS C A Approach Delay (s) 15.3 0.0 0.5 Approach LOS C Intersection Summary Average Delay 0.6 Intersection Capacity Utilization 75.7% ICU Level of Service D Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 2133: SW Dash Point Rd & SW 306 St/12 Av SW Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Intersection has too many legs for HCM analysis. HCM Unsignalized Intersection Capacity Analysis 2231: SW Dash Point Rd & SW 308 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement WBL WBR NET NER SWL SWT Lane Configurations Traffic Volume (veh/h) 3 0 391 13 10 968 Future Volume (Veh/h) 3 0 391 13 10 968 Sign Control Stop Free Free Grade 0% 1% 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 3 0 391 13 10 968 Pedestrians 1 10 10 Lane Width (ft) 10.0 11.0 11.0 Walking Speed (ft/s) 3.5 3.5 3.5 Percent Blockage 0 1 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1396 408 405 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1396 408 405 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 98 100 99 cM capacity (veh/h) 153 637 1153 Direction, Lane # WB 1 NE 1 SW 1 Volume Total 3 404 978 Volume Left 3 0 10 Volume Right 0 13 0 cSH 153 1700 1153 Volume to Capacity 0.02 0.24 0.01 Queue Length 95th (ft) 1 0 1 Control Delay (s) 29.1 0.0 0.2 Lane LOS D A Approach Delay (s) 29.1 0.0 0.2 Approach LOS D Intersection Summary Average Delay 0.2 Intersection Capacity Utilization 70.6% ICU Level of Service C Analysis Period (min) 15 Description: Traffic Count Consultant - 10/07/2014 HCM Unsignalized Intersection Capacity Analysis 2350: Pacific Hwy S & S 310 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 0 69 1316 24 0 1806 Future Volume (Veh/h) 0 69 1316 24 0 1806 Sign Control Stop Free Free Grade 0% 1% 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 0 69 1316 24 0 1806 Pedestrians 8 10 10 Lane Width (ft) 10.0 12.0 12.0 Walking Speed (ft/s) 3.5 3.5 3.5 Percent Blockage 1 1 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 675 639 pX, platoon unblocked 0.84 0.88 0.88 vC, conflicting volume 1948 469 1348 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 449 0 905 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 93 100 cM capacity (veh/h) 443 936 651 Direction, Lane # WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 69 526 526 287 602 602 602 Volume Left 0 0 0 0 0 0 0 Volume Right 69 0 0 24 0 0 0 cSH 936 1700 1700 1700 1700 1700 1700 Volume to Capacity 0.07 0.31 0.31 0.17 0.35 0.35 0.35 Queue Length 95th (ft) 6 0 0 0 0 0 0 Control Delay (s) 9.2 0.0 0.0 0.0 0.0 0.0 0.0 Lane LOS A Approach Delay (s) 9.2 0.0 0.0 Approach LOS A Intersection Summary Average Delay 0.2 Intersection Capacity Utilization 39.1% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 2430: SW Dash Point Rd & 16 Av SW Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement SEL SER NEL NET SWT SWR Lane Configurations Traffic Volume (veh/h) 10 40 46 389 954 39 Future Volume (Veh/h) 10 40 46 389 954 39 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 10 40 46 389 954 39 Pedestrians 1 10 10 Lane Width (ft) 15.0 11.5 11.0 Walking Speed (ft/s) 3.5 3.5 3.5 Percent Blockage 0 1 1 Right turn flare (veh) Median type TWLTL None Median storage veh) 2 Upstream signal (ft) 672 pX, platoon unblocked 0.90 vC, conflicting volume 1466 984 994 vC1, stage 1 conf vol 974 vC2, stage 2 conf vol 491 vCu, unblocked vol 1462 984 994 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) 5.4 tF (s) 3.5 3.3 2.2 p0 queue free % 97 87 93 cM capacity (veh/h) 318 298 695 Direction, Lane # SE 1 NE 1 NE 2 SW 1 Volume Total 50 46 389 993 Volume Left 10 46 0 0 Volume Right 40 0 0 39 cSH 302 695 1700 1700 Volume to Capacity 0.17 0.07 0.23 0.58 Queue Length 95th (ft) 15 5 0 0 Control Delay (s) 19.3 10.5 0.0 0.0 Lane LOS C B Approach Delay (s) 19.3 1.1 0.0 Approach LOS C Intersection Summary Average Delay 1.0 Intersection Capacity Utilization 66.5% ICU Level of Service C Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 3550: Pacific Hwy S & S 328 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 1 50 0 1423 1827 51 Future Volume (Veh/h) 1 50 0 1423 1827 51 Sign Control Stop Free Free Grade 0% 0% -2% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 1 50 0 1423 1827 51 Pedestrians 6 10 10 Lane Width (ft) 12.0 12.0 12.0 Walking Speed (ft/s) 3.5 3.5 3.5 Percent Blockage 1 1 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 731 1282 pX, platoon unblocked 0.86 0.80 0.80 vC, conflicting volume 2343 650 1884 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1023 0 1217 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 99 94 100 cM capacity (veh/h) 196 851 451 Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 51 474 474 474 731 731 416 Volume Left 1 0 0 0 0 0 0 Volume Right 50 0 0 0 0 0 51 cSH 799 1700 1700 1700 1700 1700 1700 Volume to Capacity 0.06 0.28 0.28 0.28 0.43 0.43 0.24 Queue Length 95th (ft) 5 0 0 0 0 0 0 Control Delay (s) 9.8 0.0 0.0 0.0 0.0 0.0 0.0 Lane LOS A Approach Delay (s) 9.8 0.0 0.0 Approach LOS A Intersection Summary Average Delay 0.1 Intersection Capacity Utilization Err% ICU Level of Service H Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 3750: Pacific Hwy S & S 332 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement EBL EBR NBU NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 0 46 30 34 1422 1736 7 Future Volume (Veh/h) 0 46 30 34 1422 1736 7 Sign Control Stop Free Free Grade 0% 2% -2% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 0 46 0 34 1422 1736 7 Pedestrians 2 4 4 Lane Width (ft) 12.0 12.0 12.0 Walking Speed (ft/s) 3.5 3.5 3.5 Percent Blockage 0 0 0 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft)1316 688 pX, platoon unblocked 0.88 0.81 0.00 0.81 vC, conflicting volume 2288 588 0 1745 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 942 0 0 1093 tC, single (s) 6.8 6.9 0.0 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 0.0 2.2 p0 queue free % 100 95 0 93 cM capacity (veh/h) 212 872 0 512 Direction, Lane # EB 1 NB 1 NB 2 NB 3 NB 4 SB 1 SB 2 SB 3 Volume Total 46 34 474 474 474 694 694 354 Volume Left 0 34 0 0 0 0 0 0 Volume Right 46 0 0 0 0 0 0 7 cSH 872 512 1700 1700 1700 1700 1700 1700 Volume to Capacity 0.05 0.07 0.28 0.28 0.28 0.41 0.41 0.21 Queue Length 95th (ft) 4 5 0 0 0 0 0 0 Control Delay (s) 9.4 12.5 0.0 0.0 0.0 0.0 0.0 0.0 Lane LOS A B Approach Delay (s) 9.4 0.3 0.0 Approach LOS A Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 54.3% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 3850: Pacific Hwy S & S 333 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement WBL WBR NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (veh/h) 0 65 1499 42 31 69 1748 Future Volume (Veh/h) 0 65 1499 42 31 69 1748 Sign Control Stop Free Free Grade -2% 2% -2% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 0 65 1499 42 0 69 1748 Pedestrians 16 16 Lane Width (ft) 12.0 12.0 Walking Speed (ft/s) 3.5 3.5 Percent Blockage 2 2 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 868 1136 pX, platoon unblocked 0.90 0.84 0.00 0.84 vC, conflicting volume 2257 537 0 1541 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 787 0 0 958 tC, single (s) 6.8 6.9 0.0 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 0.0 2.2 p0 queue free % 100 93 0 88 cM capacity (veh/h) 259 892 0 596 Direction, Lane # WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 SB 4 Volume Total 65 600 600 342 69 583 583 583 Volume Left 0 0 0 0 69 0 0 0 Volume Right 65 0 0 42 0 0 0 0 cSH 892 1700 1700 1700 596 1700 1700 1700 Volume to Capacity 0.07 0.35 0.35 0.20 0.12 0.34 0.34 0.34 Queue Length 95th (ft) 6 0 0 0 10 0 0 0 Control Delay (s) 9.4 0.0 0.0 0.0 11.8 0.0 0.0 0.0 Lane LOS A B Approach Delay (s) 9.4 0.0 0.4 Approach LOS A Intersection Summary Average Delay 0.4 Intersection Capacity Utilization 56.7% ICU Level of Service B Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 4350: 16 Av S & S 341 Pl Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 61 37 834 34 26 899 Future Volume (Veh/h) 61 37 834 34 26 899 Sign Control Stop Free Free Grade 0% -5% -1% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 61 37 834 34 26 899 Pedestrians 1 10 10 Lane Width (ft) 12.0 12.0 12.0 Walking Speed (ft/s) 3.5 3.5 3.5 Percent Blockage 0 1 1 Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) 820 420 pX, platoon unblocked 0.88 0.88 0.88 vC, conflicting volume 1364 445 869 vC1, stage 1 conf vol 852 vC2, stage 2 conf vol 512 vCu, unblocked vol 1132 84 568 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) 5.8 tF (s) 3.5 3.3 2.2 p0 queue free % 84 96 97 cM capacity (veh/h) 383 831 876 Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 SB 3 Volume Total 98 556 312 26 450 450 Volume Left 61 0 0 26 0 0 Volume Right 37 0 34 0 0 0 cSH 480 1700 1700 876 1700 1700 Volume to Capacity 0.20 0.33 0.18 0.03 0.26 0.26 Queue Length 95th (ft) 19 0 0 2 0 0 Control Delay (s) 14.4 0.0 0.0 9.2 0.0 0.0 Lane LOS B A Approach Delay (s) 14.4 0.0 0.3 Approach LOS B Intersection Summary Average Delay 0.9 Intersection Capacity Utilization 40.9% ICU Level of Service A Analysis Period (min) 15 HCM 6th Roundabout 1658: Military Rd S & S 298 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Intersection Intersection Delay, s/veh 9.6 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow, veh/h 34 1 623 880 Demand Flow Rate, veh/h 34 1 635 897 Vehicles Circulating, veh/h 828 647 32 14 Vehicles Exiting, veh/h 83 20 830 634 Ped Vol Crossing Leg, #/h 10 10 10 10 Ped Cap Adj 0.999 0.999 0.999 0.999 Approach Delay, s/veh 6.7 5.1 7.6 11.1 Approach LOS A A A B Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 Entry Flow, veh/h 34 1 635 897 Cap Entry Lane, veh/h 593 713 1336 1360 Entry HV Adj Factor 0.999 1.000 0.981 0.981 Flow Entry, veh/h 34 1 623 880 Cap Entry, veh/h 592 712 1309 1333 V/C Ratio 0.057 0.001 0.476 0.660 Control Delay, s/veh 6.7 5.1 7.6 11.1 LOS A A A B 95th %tile Queue, veh 0 0 3 5 HCM 6th Roundabout 2855: 23 Av S & S 317 St Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Intersection Intersection Delay, s/veh 8.0 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 1 2 2 Conflicting Circle Lanes 2 2 2 2 Adj Approach Flow, veh/h 36 553 547 624 Demand Flow Rate, veh/h 36 564 557 636 Vehicles Circulating, veh/h 987 394 126 402 Vehicles Exiting, veh/h 51 289 881 556 Ped Vol Crossing Leg, #/h 33 33 10 51 Ped Cap Adj 1.000 0.995 0.990 0.962 Approach Delay, s/veh 6.0 10.9 5.5 7.6 Approach LOS A B A A Lane Left Bypass Left Left Right Left Right Designated Moves LT R LTR LT R LT TR Assumed Moves LT R LTR LT R LT TR RT Channelized Yield Lane Util 1.000 1.000 0.689 0.311 0.470 0.530 Follow-Up Headway, s 2.535 2.535 2.667 2.535 2.667 2.535 Critical Headway, s 4.328 16 4.328 4.645 4.328 4.645 4.328 Entry Flow, veh/h 20 672 564 384 173 299 337 Cap Entry Lane, veh/h 614 0.980 1016 1202 1276 933 1009 Entry HV Adj Factor 0.990 16 0.980 0.981 0.983 0.980 0.981 Flow Entry, veh/h 20 659 553 377 170 293 331 Cap Entry, veh/h 608 0.024 991 1168 1241 879 952 V/C Ratio 0.033 5.7 0.558 0.323 0.137 0.333 0.347 Control Delay, s/veh 6.3 A 10.9 6.2 4.0 7.8 7.5 LOS A 0 B A A A A 95th %tile Queue, veh 0 4 1 0 1 2 HCM 6th Roundabout 2857: S 317 St & 28 Av S Redondo TOD 20-1043582-CN Synchro 10 Report Horizon 2025 Intersection Intersection Delay, s/veh 6.3 Intersection LOS A Approach EB WB SB Entry Lanes 1 1 1 Conflicting Circle Lanes 1 1 1 Adj Approach Flow, veh/h 310 291 398 Demand Flow Rate, veh/h 316 297 406 Vehicles Circulating, veh/h 275 97 202 Vehicles Exiting, veh/h 333 494 192 Ped Vol Crossing Leg, #/h 3 3 0 Ped Cap Adj 1.000 1.000 1.000 Approach Delay, s/veh 6.6 5.0 6.9 Approach LOS A A A Lane Left Left Left Designated Moves LT TR LR Assumed Moves LT TR LR RT Channelized Lane Util 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 Entry Flow, veh/h 316 297 406 Cap Entry Lane, veh/h 1042 1250 1123 Entry HV Adj Factor 0.980 0.980 0.980 Flow Entry, veh/h 310 291 398 Cap Entry, veh/h 1021 1224 1101 V/C Ratio 0.303 0.238 0.362 Control Delay, s/veh 6.6 5.0 6.9 LOS A A A 95th %tile Queue, veh 1 1 2