HCM Signalized Intersection Capacity Analysis 2/23/2010 18...

HCM Signalized Intersection Capacity Analysis 2/23/201018: 8th St & La Brea Ave Page 18

2035 ALT2 AM Synchro 6 ReportPage 18

Fehr & Peers Associates, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 0.91 1.00 0.91Frpb, ped/bikes 0.99 1.00 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.94 0.98 1.00 1.00 1.00 1.00Flt Protected 0.99 0.99 0.95 1.00 0.95 1.00Satd. Flow (prot) 1454 1512 1490 4271 1490 4269Flt Permitted 0.93 0.90 0.07 1.00 0.07 1.00Satd. Flow (perm) 1360 1370 117 4271 117 4269Volume (vph) 22 59 57 80 198 47 76 1989 27 9 2024 36Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97Adj. Flow (vph) 23 61 59 82 204 48 78 2051 28 9 2087 37RTOR Reduction (vph) 0 1 0 0 1 0 0 1 0 0 2 0Lane Group Flow (vph) 0 142 0 0 333 0 78 2078 0 9 2122 0Confl. Peds. (#/hr) 6 10 10 6 21 10 10 5Confl. Bikes (#/hr) 2 2 2Turn Type Perm Perm Perm PermProtected Phases 8 4 6 2Permitted Phases 8 4 6 2Actuated Green, G (s) 27.3 27.3 53.2 53.2 53.2 53.2Effective Green, g (s) 28.3 28.3 53.7 53.7 53.7 53.7Actuated g/C Ratio 0.31 0.31 0.60 0.60 0.60 0.60Clearance Time (s) 5.0 5.0 4.5 4.5 4.5 4.5Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 428 431 70 2548 70 2547v/s Ratio Prot 0.49 0.50v/s Ratio Perm 0.10 c0.24 c0.67 0.08v/c Ratio 0.33 0.77 1.11 0.82 0.13 0.83Uniform Delay, d1 23.6 27.9 18.1 14.3 7.9 14.6Progression Factor 1.00 1.00 1.00 1.00 0.47 0.78Incremental Delay, d2 0.5 8.3 142.1 3.0 0.3 0.3Delay (s) 24.1 36.3 160.3 17.3 4.0 11.7Level of Service C D F B A BApproach Delay (s) 24.1 36.3 22.4 11.7Approach LOS C D C B

Intersection SummaryHCM Average Control Delay 18.6 HCM Level of Service BHCM Volume to Capacity ratio 1.00Actuated Cycle Length (s) 90.0 Sum of lost time (s) 8.0Intersection Capacity Utilization 93.5% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2/23/201019: Olympic Blvd & La Brea Ave Page 19



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 0.91 1.00 0.91Frt 1.00 0.99 1.00 0.99 1.00 1.00 1.00 0.99Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1490 4256 1490 4250 1490 4269 1490 4227Flt Permitted 0.12 1.00 0.11 1.00 0.95 1.00 0.12 1.00Satd. Flow (perm) 189 4256 169 4250 1490 4269 191 4227Volume (vph) 108 1381 59 95 1737 93 100 1918 41 142 1996 188Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94Adj. Flow (vph) 115 1469 63 101 1848 99 106 2040 44 151 2123 200RTOR Reduction (vph) 0 4 0 0 5 0 0 2 0 0 11 0Lane Group Flow (vph) 115 1528 0 101 1942 0 106 2082 0 151 2312 0Turn Type Perm pm+pt Prot pm+ptProtected Phases 8 7 4 5 1 6Permitted Phases 8 4 2 6Actuated Green, G (s) 31.8 31.8 43.7 43.7 10.1 29.5 43.4 31.4Effective Green, g (s) 33.2 33.2 45.1 45.1 10.1 30.9 44.8 32.8Actuated g/C Ratio 0.33 0.33 0.45 0.45 0.10 0.31 0.45 0.33Clearance Time (s) 5.4 5.4 4.0 5.4 4.0 5.4 4.0 5.4Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 4.0 3.0Lane Grp Cap (vph) 63 1413 181 1917 150 1319 241 1386v/s Ratio Prot 0.36 0.04 c0.46 0.07 c0.08 c0.55v/s Ratio Perm c0.61 0.21 0.49 0.20v/c Ratio 1.83 1.08 0.56 1.01 0.71 1.58 0.63 1.67Uniform Delay, d1 33.4 33.4 21.3 27.4 43.5 34.5 43.1 33.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 426.5 49.2 3.7 23.8 14.1 264.0 5.7 303.9Delay (s) 459.9 82.6 25.0 51.2 57.6 298.5 48.8 337.5Level of Service F F C D E F D FApproach Delay (s) 109.0 49.9 286.8 319.9Approach LOS F D F F

Intersection SummaryHCM Average Control Delay 203.5 HCM Level of Service FHCM Volume to Capacity ratio 1.58Actuated Cycle Length (s) 100.0 Sum of lost time (s) 16.0Intersection Capacity Utilization 121.3% ICU Level of Service HAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2/23/201020: Wilshire Blvd & Detroit St Page 20



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.91 0.91 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 0.99 1.00 0.97 0.99Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99Frt 1.00 1.00 1.00 1.00 0.85 0.95Flt Protected 0.95 1.00 1.00 0.99 1.00 0.98Satd. Flow (prot) 1490 4243 4206 1556 1287 1423Flt Permitted 0.06 1.00 1.00 0.96 1.00 0.83Satd. Flow (perm) 100 4243 4206 1499 1287 1201Volume (vph) 86 1158 37 0 2080 71 11 75 36 84 37 74Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97Adj. Flow (vph) 89 1194 38 0 2144 73 11 77 37 87 38 76RTOR Reduction (vph) 0 3 0 0 3 0 0 0 29 0 2 0Lane Group Flow (vph) 89 1229 0 0 2214 0 0 88 8 0 199 0Confl. Peds. (#/hr) 151 56 56 151 25 19 19 25Confl. Bikes (#/hr) 4 7 1 1Turn Type Perm Perm Perm PermProtected Phases 6 2 8 4Permitted Phases 6 8 8 4Actuated Green, G (s) 63.1 63.1 63.1 19.4 19.4 19.4Effective Green, g (s) 62.6 62.6 62.6 19.4 19.4 19.4Actuated g/C Ratio 0.70 0.70 0.70 0.22 0.22 0.22Clearance Time (s) 3.5 3.5 3.5 4.0 4.0 4.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 70 2951 2926 323 277 259v/s Ratio Prot 0.29 0.53v/s Ratio Perm c0.89 0.06 0.01 c0.17v/c Ratio 1.27 0.42 0.76 0.27 0.03 0.77Uniform Delay, d1 13.7 5.9 8.8 29.4 27.9 33.2Progression Factor 1.47 1.18 0.92 1.00 1.00 1.00Incremental Delay, d2 181.2 0.3 0.2 0.5 0.0 12.7Delay (s) 201.4 7.3 8.3 29.9 27.9 45.9Level of Service F A A C C DApproach Delay (s) 20.3 8.3 29.3 45.9Approach LOS C A C D

Intersection SummaryHCM Average Control Delay 15.0 HCM Level of Service BHCM Volume to Capacity ratio 1.16Actuated Cycle Length (s) 90.0 Sum of lost time (s) 8.0Intersection Capacity Utilization 89.0% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2/23/201021: Wilshire Blvd & Curson Ave Page 21



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.91 1.00 0.86 0.86 1.00 1.00Frt 1.00 1.00 1.00 1.00 0.85 0.94 0.94Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 0.99Satd. Flow (prot) 1583 4543 1583 4300 1218 1563 1560Flt Permitted 0.08 1.00 0.14 1.00 1.00 0.91 0.72Satd. Flow (perm) 133 4543 225 4300 1218 1420 1127Volume (vph) 45 1215 12 63 1811 129 26 178 158 116 251 253Peak-hour factor, PHF 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87Adj. Flow (vph) 52 1397 14 72 2082 148 30 205 182 133 289 291RTOR Reduction (vph) 0 1 0 0 0 66 0 24 0 0 4 0Lane Group Flow (vph) 52 1410 0 72 2082 82 0 393 0 0 709 0Turn Type Perm Perm Perm Perm PermProtected Phases 6 2 8 4Permitted Phases 6 2 2 8 4Actuated Green, G (s) 50.0 50.0 50.0 50.0 50.0 32.0 32.0Effective Green, g (s) 50.0 50.0 50.0 50.0 50.0 32.0 32.0Actuated g/C Ratio 0.56 0.56 0.56 0.56 0.56 0.36 0.36Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 74 2524 125 2389 677 505 401v/s Ratio Prot 0.31 c0.48v/s Ratio Perm 0.39 0.32 0.07 0.28 c0.63v/c Ratio 0.70 0.56 0.58 0.87 0.12 0.78 1.77Uniform Delay, d1 14.6 12.9 13.1 17.2 9.5 25.8 29.0Progression Factor 1.83 1.98 0.90 1.00 1.15 1.00 1.00Incremental Delay, d2 41.2 0.8 12.2 3.2 0.2 7.4 355.8Delay (s) 67.9 26.3 23.9 20.4 11.2 33.3 384.8Level of Service E C C C B C FApproach Delay (s) 27.8 20.0 33.3 384.8Approach LOS C B C F

Intersection SummaryHCM Average Control Delay 76.6 HCM Level of Service EHCM Volume to Capacity ratio 1.22Actuated Cycle Length (s) 90.0 Sum of lost time (s) 8.0Intersection Capacity Utilization 123.9% ICU Level of Service HAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2/23/201022: Wilshire Blvd & Spaulding Ave Page 22



Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsIdeal Flow (vphpl) 1700 1700 1700 1700 1700 1700Total Lost time (s) 4.0 4.0 4.0 4.0Lane Util. Factor 0.91 1.00 0.91 1.00Frt 1.00 1.00 1.00 0.90Flt Protected 1.00 0.95 1.00 0.99Satd. Flow (prot) 4540 1583 4550 1481Flt Permitted 1.00 0.18 1.00 0.99Satd. Flow (perm) 4540 294 4550 1481Volume (vph) 1189 18 106 2190 10 29Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95Adj. Flow (vph) 1252 19 112 2305 11 31RTOR Reduction (vph) 2 0 0 0 22 0Lane Group Flow (vph) 1269 0 112 2305 20 0Turn Type PermProtected Phases 6 2 8Permitted Phases 2Actuated Green, G (s) 54.8 54.8 54.8 26.0Effective Green, g (s) 55.3 55.3 55.3 26.7Actuated g/C Ratio 0.61 0.61 0.61 0.30Clearance Time (s) 4.5 4.5 4.5 4.7Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 2790 181 2796 439v/s Ratio Prot 0.28 c0.51 c0.01v/s Ratio Perm 0.38v/c Ratio 0.46 0.62 0.82 0.05Uniform Delay, d1 9.3 10.8 13.6 22.6Progression Factor 1.00 1.21 1.32 1.00Incremental Delay, d2 0.5 4.4 0.8 0.0Delay (s) 9.8 17.4 18.7 22.6Level of Service A B B CApproach Delay (s) 9.8 18.7 22.6Approach LOS A B C

Intersection SummaryHCM Average Control Delay 15.7 HCM Level of Service BHCM Volume to Capacity ratio 0.57Actuated Cycle Length (s) 90.0 Sum of lost time (s) 8.0Intersection Capacity Utilization 58.1% ICU Level of Service BAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2/23/201023: Beverly Blvd & Fairfax Ave Page 23



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1583 3167 1417 1583 3167 1417 1583 3167 1417 1583 3129Flt Permitted 0.12 1.00 1.00 0.12 1.00 1.00 0.14 1.00 1.00 0.12 1.00Satd. Flow (perm) 208 3167 1417 194 3167 1417 238 3167 1417 208 3129Volume (vph) 76 927 102 227 1538 147 92 952 124 126 1387 120Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 78 946 104 232 1569 150 94 971 127 129 1415 122RTOR Reduction (vph) 0 0 22 0 0 7 0 0 87 0 7 0Lane Group Flow (vph) 78 946 82 232 1569 143 94 971 40 129 1530 0Turn Type Perm Perm pm+pt pm+ov Perm Perm pm+ptProtected Phases 6 5 2 7 8 7 4Permitted Phases 6 6 2 2 8 8 4Actuated Green, G (s) 31.0 31.0 31.0 43.0 43.0 48.7 28.1 28.1 28.1 37.0 37.0Effective Green, g (s) 32.0 32.0 32.0 44.0 44.0 50.0 28.0 28.0 28.0 38.0 38.0Actuated g/C Ratio 0.36 0.36 0.36 0.49 0.49 0.56 0.31 0.31 0.31 0.42 0.42Clearance Time (s) 5.0 5.0 5.0 3.2 5.0 4.3 3.9 3.9 3.9 4.3 5.0Vehicle Extension (s) 4.7 4.7 4.7 3.0 4.2 3.0 4.3 4.3 4.3 3.0 4.5Lane Grp Cap (vph) 74 1126 504 218 1548 850 74 985 441 179 1321v/s Ratio Prot 0.30 0.09 c0.50 0.01 0.31 0.05 c0.49v/s Ratio Perm 0.37 0.06 c0.43 0.09 c0.39 0.03 0.26v/c Ratio 1.05 0.84 0.16 1.06 1.01 0.17 1.27 0.99 0.09 0.72 1.16Uniform Delay, d1 29.0 26.6 19.8 20.8 23.0 9.8 31.0 30.8 22.0 20.3 26.0Progression Factor 1.00 1.00 1.00 2.11 0.30 0.35 0.50 0.49 0.14 0.75 0.43Incremental Delay, d2 120.3 7.6 0.7 38.2 10.6 0.0 131.2 5.9 0.0 3.3 73.4Delay (s) 149.3 34.2 20.5 82.0 17.6 3.4 146.5 20.9 3.1 18.5 84.6Level of Service F C C F B A F C A B FApproach Delay (s) 40.9 24.2 28.9 79.5Approach LOS D C C E

Intersection SummaryHCM Average Control Delay 43.8 HCM Level of Service DHCM Volume to Capacity ratio 1.16Actuated Cycle Length (s) 90.0 Sum of lost time (s) 12.0Intersection Capacity Utilization 124.6% ICU Level of Service HAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2/23/201024: 3rd St & Fairfax Ave Page 24



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95Frt 1.00 0.99 1.00 1.00 0.85 1.00 0.98 1.00 0.99Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1583 3137 1583 3167 1417 1583 3118 1583 3147Flt Permitted 0.11 1.00 0.23 1.00 1.00 0.14 1.00 0.12 1.00Satd. Flow (perm) 190 3137 390 3167 1417 230 3118 202 3147Volume (vph) 104 653 44 148 1611 179 78 1041 118 197 1428 62Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90Adj. Flow (vph) 116 726 49 164 1790 199 87 1157 131 219 1587 69RTOR Reduction (vph) 0 6 0 0 0 28 0 9 0 0 3 0Lane Group Flow (vph) 116 770 0 164 1790 171 87 1279 0 219 1653 0Turn Type pm+pt pm+pt pm+ov Perm pm+ptProtected Phases 1 6 5 2 7 8 7 4Permitted Phases 6 2 2 8 4Actuated Green, G (s) 38.9 33.1 38.9 33.1 38.9 27.1 27.1 36.1 36.1Effective Green, g (s) 40.0 35.0 40.0 35.0 40.0 29.0 29.0 38.0 38.0Actuated g/C Ratio 0.44 0.39 0.44 0.39 0.44 0.32 0.32 0.42 0.42Clearance Time (s) 3.2 5.9 3.2 5.9 3.2 5.9 5.9 3.2 5.9Vehicle Extension (s) 3.0 4.6 3.0 4.7 3.0 4.7 4.7 3.0 4.7Lane Grp Cap (vph) 162 1220 240 1232 693 74 1005 162 1329v/s Ratio Prot c0.04 0.25 0.04 c0.57 0.01 0.41 0.08 c0.53v/s Ratio Perm 0.28 0.27 0.11 0.38 c0.50v/c Ratio 0.72 0.63 0.68 1.45 0.25 1.18 1.27 1.35 1.24Uniform Delay, d1 43.3 22.3 17.9 27.5 15.6 30.5 30.5 44.7 26.0Progression Factor 1.00 1.00 0.62 0.82 0.73 1.47 1.47 0.93 0.55Incremental Delay, d2 14.0 2.5 4.1 206.2 0.1 156.8 129.9 162.1 110.2Delay (s) 57.3 24.8 15.2 228.6 11.5 201.6 174.8 203.8 124.4Level of Service E C B F B F F F FApproach Delay (s) 29.0 192.3 176.5 133.6Approach LOS C F F F


HCM Signalized Intersection Capacity Analysis 2/23/201025: 6th St & Fairfax Ave Page 25



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 0.97 1.00 1.00 1.00 0.95 1.00 1.00 0.95Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.94 1.00 1.00 0.91 1.00 0.99Flpb, ped/bikes 0.98 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.00Frt 1.00 0.99 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1550 1641 3072 1667 1337 1583 3167 1287 1555 3096Flt Permitted 0.42 1.00 0.95 1.00 1.00 0.09 1.00 1.00 0.24 1.00Satd. Flow (perm) 691 1641 3072 1667 1337 142 3167 1287 398 3096Volume (vph) 24 271 27 350 471 105 10 856 92 51 1373 111Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96Adj. Flow (vph) 25 282 28 365 491 109 10 892 96 53 1430 116RTOR Reduction (vph) 0 4 0 0 0 57 0 0 0 0 7 0Lane Group Flow (vph) 25 306 0 365 491 52 10 892 96 53 1539 0Confl. Peds. (#/hr) 28 6 6 28 43 36 36 43Confl. Bikes (#/hr) 4 1 5 7Turn Type Perm Prot Perm Perm pm+ov PermProtected Phases 8 7 4 6 7 2Permitted Phases 8 4 6 6 2Actuated Green, G (s) 20.2 20.2 10.0 34.2 34.2 46.2 46.2 56.2 46.2 46.2Effective Green, g (s) 21.0 21.0 10.0 35.0 35.0 47.0 47.0 57.0 47.0 47.0Actuated g/C Ratio 0.23 0.23 0.11 0.39 0.39 0.52 0.52 0.63 0.52 0.52Clearance Time (s) 4.8 4.8 4.0 4.8 4.8 4.8 4.8 4.0 4.8 4.8Vehicle Extension (s) 5.9 5.9 3.0 5.2 5.2 4.8 4.8 3.0 4.4 4.4Lane Grp Cap (vph) 161 383 341 648 520 74 1654 872 208 1617v/s Ratio Prot 0.19 c0.12 c0.29 0.28 0.01 c0.50v/s Ratio Perm 0.04 0.04 0.07 0.06 0.13v/c Ratio 0.16 0.80 1.07 0.76 0.10 0.14 0.54 0.11 0.25 0.95Uniform Delay, d1 27.4 32.5 40.0 23.8 17.5 11.1 14.3 6.5 11.8 20.4Progression Factor 1.00 1.00 1.00 1.00 1.00 0.28 0.24 0.21 0.22 0.43Incremental Delay, d2 2.0 15.9 68.7 8.1 0.4 0.3 0.1 0.0 0.3 1.8Delay (s) 29.5 48.4 108.7 31.9 17.9 3.4 3.6 1.4 2.9 10.6Level of Service C D F C B A A A A BApproach Delay (s) 47.0 59.4 3.4 10.3Approach LOS D E A B

Intersection SummaryHCM Average Control Delay 23.8 HCM Level of Service CHCM Volume to Capacity ratio 0.89Actuated Cycle Length (s) 90.0 Sum of lost time (s) 8.0Intersection Capacity Utilization 93.4% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2/23/201026: Wilshire Blvd & Fairfax Ave Page 26



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 0.95 1.00 0.95 1.00Frpb, ped/bikes 1.00 0.99 1.00 0.99 1.00 0.98 1.00 1.00 0.83Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.99 1.00 1.00 1.00 0.99 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1583 4471 1579 4500 1583 3069 1583 3167 1179Flt Permitted 0.14 1.00 0.14 1.00 0.13 1.00 0.95 1.00 1.00Satd. Flow (perm) 238 4471 237 4500 222 3069 1583 3167 1179Volume (vph) 135 996 54 111 1899 46 220 1155 76 157 1627 272Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94Adj. Flow (vph) 144 1060 57 118 2020 49 234 1229 81 167 1731 289RTOR Reduction (vph) 0 6 0 0 3 0 0 5 0 0 0 121Lane Group Flow (vph) 144 1111 0 118 2066 0 234 1305 0 167 1731 168Confl. Peds. (#/hr) 227 147 147 227 145 184 184 145Confl. Bikes (#/hr) 2 6 8 6Turn Type pm+pt pm+pt pm+pt Prot PermProtected Phases 1 6 5 2 3 8 7 4Permitted Phases 6 2 8 4Actuated Green, G (s) 33.8 27.0 33.8 27.0 35.8 29.0 10.8 33.0 33.0Effective Green, g (s) 34.0 28.0 34.0 28.0 36.0 30.0 10.0 34.0 34.0Actuated g/C Ratio 0.38 0.31 0.38 0.31 0.40 0.33 0.11 0.38 0.38Clearance Time (s) 3.2 5.0 3.2 5.0 3.2 5.0 3.2 5.0 5.0Vehicle Extension (s) 3.0 4.0 3.0 4.0 3.0 4.0 3.0 4.0 4.0Lane Grp Cap (vph) 180 1391 179 1400 180 1023 176 1196 445v/s Ratio Prot c0.05 0.25 0.04 c0.46 c0.09 0.43 0.11 c0.55v/s Ratio Perm 0.25 0.20 0.43 0.14v/c Ratio 0.80 0.80 0.66 1.48 1.30 1.28 0.95 1.45 0.38Uniform Delay, d1 43.1 28.4 20.3 31.0 44.2 30.0 39.7 28.0 20.3Progression Factor 1.17 1.15 1.00 1.00 1.53 0.87 0.81 1.30 2.01Incremental Delay, d2 16.8 3.6 8.5 218.1 162.8 129.9 36.7 204.0 1.4Delay (s) 67.2 36.4 28.8 249.1 230.4 156.1 69.1 240.5 42.3Level of Service E D C F F F E F DApproach Delay (s) 40.0 237.2 167.3 201.2Approach LOS D F F F


HCM Signalized Intersection Capacity Analysis 2/23/201027: Del Valle Dr & Fairfax Ave Page 27



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 0.91 0.95 0.95 1.00 0.95Frpb, ped/bikes 0.98 1.00 0.99 0.97 0.99 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 0.86 1.00 0.93 0.85 0.98 1.00 1.00Flt Protected 1.00 0.95 0.97 1.00 1.00 0.95 1.00Satd. Flow (prot) 1412 1502 1358 1303 3074 1583 3167Flt Permitted 1.00 0.95 0.97 1.00 1.00 0.12 1.00Satd. Flow (perm) 1412 1502 1358 1303 3074 195 3167Volume (vph) 0 0 17 195 0 216 0 1173 176 117 1268 0Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Adj. Flow (vph) 0 0 18 205 0 227 0 1235 185 123 1335 0RTOR Reduction (vph) 0 0 17 0 32 127 0 11 0 0 0 0Lane Group Flow (vph) 0 0 1 123 114 36 0 1409 0 123 1335 0Confl. Peds. (#/hr) 11 1 1 11 8 23 23 8Confl. Bikes (#/hr) 5 5 1Turn Type custom Perm Perm PermProtected Phases 3 2 2Permitted Phases 4 3 3 2Actuated Green, G (s) 2.2 18.9 18.9 18.9 54.5 54.5 54.5Effective Green, g (s) 3.1 19.8 19.8 19.8 55.1 55.1 55.1Actuated g/C Ratio 0.03 0.22 0.22 0.22 0.61 0.61 0.61Clearance Time (s) 4.9 4.9 4.9 4.9 4.6 4.6 4.6Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 49 330 299 287 1882 119 1939v/s Ratio Prot 0.46 0.42v/s Ratio Perm c0.00 0.08 0.08 0.03 c0.63v/c Ratio 0.01 0.37 0.38 0.12 0.75 1.03 0.69Uniform Delay, d1 42.0 29.8 29.9 28.2 12.5 17.4 11.7Progression Factor 1.00 1.00 1.00 1.00 1.00 1.47 0.92Incremental Delay, d2 0.1 0.7 0.8 0.2 2.8 33.8 0.2Delay (s) 42.1 30.5 30.7 28.3 15.3 59.6 10.9Level of Service D C C C B E BApproach Delay (s) 42.1 29.8 15.3 15.0Approach LOS D C B B

Intersection SummaryHCM Average Control Delay 17.2 HCM Level of Service BHCM Volume to Capacity ratio 0.83Actuated Cycle Length (s) 90.0 Sum of lost time (s) 12.0Intersection Capacity Utilization 76.6% ICU Level of Service DAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2/23/201028: Olympic Blvd & San Vicente Blvd Page 28



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700Total Lost time (s) 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.91 0.91 1.00 0.86 0.86Frt 0.99 0.96 1.00 1.00 1.00Flt Protected 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 4493 4368 1583 5733 5733Flt Permitted 1.00 1.00 0.17 1.00 1.00Satd. Flow (perm) 4493 4368 284 5733 5733Volume (vph) 0 1426 131 0 1813 661 178 1461 0 0 1401 0Peak-hour factor, PHF 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99Adj. Flow (vph) 0 1440 132 0 1831 668 180 1476 0 0 1415 0RTOR Reduction (vph) 0 11 0 0 65 0 0 0 0 0 0 0Lane Group Flow (vph) 0 1561 0 0 2434 0 180 1476 0 0 1415 0Turn Type PermProtected Phases 6 6 2 2Permitted Phases 2Actuated Green, G (s) 22.1 22.1 24.5 24.5 24.5Effective Green, g (s) 23.0 23.0 23.5 23.5 23.5Actuated g/C Ratio 0.23 0.23 0.24 0.24 0.24Clearance Time (s) 4.9 4.9 3.0 3.0 3.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1033 1005 67 1347 1347v/s Ratio Prot 0.35 c0.56 0.26 0.25v/s Ratio Perm c0.63v/c Ratio 1.51 2.42 2.69 1.10 1.05Uniform Delay, d1 38.5 38.5 38.2 38.2 38.2Progression Factor 0.69 1.00 1.00 1.00 0.59Incremental Delay, d2 230.6 642.7 799.6 55.1 25.0Delay (s) 257.2 681.2 837.8 93.3 47.6Level of Service F F F F DApproach Delay (s) 257.2 681.2 174.2 47.6Approach LOS F F F D

Intersection SummaryHCM Average Control Delay 344.8 HCM Level of Service FHCM Volume to Capacity ratio 2.56Actuated Cycle Length (s) 100.0 Sum of lost time (s) 53.5Intersection Capacity Utilization 99.4% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2/23/201029: San Vicente Blvd & Fairfax Ave Page 29



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.86 1.00 0.91 1.00 0.95 1.00 0.95Frt 1.00 1.00 0.85 1.00 0.85 1.00 1.00 0.99Flt Protected 0.95 1.00 1.00 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1583 5733 1417 4550 1417 3166 1583 3139Flt Permitted 0.17 1.00 1.00 1.00 1.00 1.00 0.95 1.00Satd. Flow (perm) 284 5733 1417 4550 1417 3166 1583 3139Volume (vph) 105 1099 40 0 1811 345 0 912 2 258 1228 76Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97Adj. Flow (vph) 108 1133 41 0 1867 356 0 940 2 266 1266 78RTOR Reduction (vph) 0 0 31 0 0 206 0 0 0 0 5 0Lane Group Flow (vph) 108 1133 10 0 1867 150 0 942 0 266 1339 0Turn Type Perm Perm Perm ProtProtected Phases 2 2 8 7 4Permitted Phases 2 2 2Actuated Green, G (s) 24.5 24.5 24.5 24.5 24.5 31.0 5.0 31.0Effective Green, g (s) 23.5 23.5 23.5 23.5 23.5 32.5 5.0 32.5Actuated g/C Ratio 0.24 0.24 0.24 0.24 0.24 0.32 0.05 0.32Clearance Time (s) 3.0 3.0 3.0 3.0 3.0 5.5 4.0 5.5Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 5.0 3.0 4.0Lane Grp Cap (vph) 67 1347 333 1069 333 1029 79 1020v/s Ratio Prot 0.20 c0.41 0.30 c0.17 c0.43v/s Ratio Perm 0.38 0.01 0.11v/c Ratio 1.61 0.84 0.03 1.75 0.45 0.92 3.37 1.31Uniform Delay, d1 38.2 36.5 29.5 38.2 32.7 32.4 47.5 33.8Progression Factor 1.00 1.00 1.00 0.97 1.29 0.20 1.00 1.00Incremental Delay, d2 333.8 6.5 0.2 336.3 0.4 7.3 1096.7 147.9Delay (s) 372.0 43.0 29.6 373.2 42.6 13.8 1144.2 181.7Level of Service F D C F D B F FApproach Delay (s) 70.3 320.3 13.8 340.7Approach LOS E F B F

Intersection SummaryHCM Average Control Delay 225.1 HCM Level of Service FHCM Volume to Capacity ratio 1.65Actuated Cycle Length (s) 100.0 Sum of lost time (s) 39.0Intersection Capacity Utilization 105.0% ICU Level of Service GAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2/23/201030: Olympic Blvd & Fairfax Ave Page 30



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 0.95 0.95Frt 1.00 1.00 1.00 1.00 1.00 1.00 0.96Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1583 4541 1583 4549 1583 3161 3029Flt Permitted 0.17 1.00 0.17 1.00 0.95 1.00 1.00Satd. Flow (perm) 290 4541 290 4549 1583 3161 3029Volume (vph) 30 1531 20 43 1772 2 55 886 11 0 865 354Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 31 1562 20 44 1808 2 56 904 11 0 883 361RTOR Reduction (vph) 0 2 0 0 0 0 0 1 0 0 44 0Lane Group Flow (vph) 31 1580 0 44 1810 0 56 914 0 0 1200 0Turn Type Perm Perm ProtProtected Phases 6 6 3 8 4Permitted Phases 6 6Actuated Green, G (s) 22.1 22.1 22.1 22.1 5.0 31.0 31.0Effective Green, g (s) 23.0 23.0 23.0 23.0 5.0 32.5 32.5Actuated g/C Ratio 0.23 0.23 0.23 0.23 0.05 0.32 0.32Clearance Time (s) 4.9 4.9 4.9 4.9 4.0 5.5 5.5Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 5.0 4.0Lane Grp Cap (vph) 67 1044 67 1046 79 1027 984v/s Ratio Prot 0.35 c0.40 c0.04 0.29 c0.40v/s Ratio Perm 0.11 0.15v/c Ratio 0.46 1.51 0.66 1.73 0.71 0.89 1.22Uniform Delay, d1 33.2 38.5 34.9 38.5 46.8 32.1 33.8Progression Factor 1.00 1.00 0.71 0.69 1.00 1.00 0.29Incremental Delay, d2 21.3 236.2 4.5 329.0 25.1 11.5 99.7Delay (s) 54.4 274.7 29.1 355.6 71.9 43.6 109.6Level of Service D F C F E D FApproach Delay (s) 270.5 347.8 45.2 109.6Approach LOS F F D F

Intersection SummaryHCM Average Control Delay 222.0 HCM Level of Service FHCM Volume to Capacity ratio 1.37Actuated Cycle Length (s) 100.0 Sum of lost time (s) 39.5Intersection Capacity Utilization 93.5% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2/23/201031: Pico Blvd & Fairfax Ave Page 31



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 0.99 1.00 0.99 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1583 3121 1583 3148 1583 3167 1417 1583 3167 1417Flt Permitted 0.13 1.00 0.13 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 222 3121 222 3148 1583 3167 1417 1583 3167 1417Volume (vph) 70 886 93 121 1523 61 148 930 144 43 847 162Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97Adj. Flow (vph) 72 913 96 125 1570 63 153 959 148 44 873 167RTOR Reduction (vph) 0 9 0 0 3 0 0 0 78 0 0 27Lane Group Flow (vph) 72 1000 0 125 1630 0 153 959 70 44 873 140Turn Type Perm Perm Prot Perm Prot PermProtected Phases 6 2 3 8 7 4Permitted Phases 6 2 8 4Actuated Green, G (s) 29.0 29.0 29.0 29.0 10.0 41.6 41.6 5.4 37.0 37.0Effective Green, g (s) 30.0 30.0 30.0 30.0 10.0 42.6 42.6 5.4 38.0 38.0Actuated g/C Ratio 0.33 0.33 0.33 0.33 0.11 0.47 0.47 0.06 0.42 0.42Clearance Time (s) 5.0 5.0 5.0 5.0 4.0 5.0 5.0 4.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 74 1040 74 1049 176 1499 671 95 1337 598v/s Ratio Prot 0.32 0.52 c0.10 c0.30 0.03 0.28v/s Ratio Perm 0.32 c0.56 0.05 0.10v/c Ratio 0.97 0.96 1.69 1.55 0.87 0.64 0.10 0.46 0.65 0.23Uniform Delay, d1 29.6 29.4 30.0 30.0 39.4 17.9 13.1 40.9 20.7 16.7Progression Factor 0.52 0.53 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 25.5 3.3 361.3 253.8 33.6 2.1 0.3 3.5 2.5 0.9Delay (s) 40.8 18.8 391.3 283.8 73.0 20.0 13.4 44.4 23.2 17.6Level of Service D B F F E C B D C BApproach Delay (s) 20.2 291.5 25.7 23.2Approach LOS C F C C


HCM Signalized Intersection Capacity Analysis 2/23/201032: Wilshire Blvd & Crescent Heights Blvd Page 32



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.91 1.00 0.91 0.95 0.95Frt 1.00 0.99 1.00 1.00 0.96 0.98Flt Protected 0.95 1.00 0.95 1.00 1.00 0.99Satd. Flow (prot) 1583 4503 1583 4543 3049 3076Flt Permitted 0.09 1.00 0.15 1.00 1.00 0.65Satd. Flow (perm) 152 4503 252 4543 3049 2009Volume (vph) 62 1096 81 257 2030 22 0 526 174 133 929 197Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93Adj. Flow (vph) 67 1178 87 276 2183 24 0 566 187 143 999 212RTOR Reduction (vph) 0 9 0 0 1 0 0 25 0 0 1 0Lane Group Flow (vph) 67 1256 0 276 2206 0 0 728 0 0 1353 0Turn Type Perm Perm PermProtected Phases 6 2 8 4Permitted Phases 6 2 4Actuated Green, G (s) 42.3 42.3 42.3 42.3 36.0 36.0Effective Green, g (s) 44.0 44.0 44.0 44.0 38.0 38.0Actuated g/C Ratio 0.49 0.49 0.49 0.49 0.42 0.42Clearance Time (s) 5.7 5.7 5.7 5.7 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 74 2201 123 2221 1287 848v/s Ratio Prot 0.28 0.49 0.24v/s Ratio Perm 0.44 c1.09 c0.67v/c Ratio 0.91 0.57 2.24 0.99 0.57 1.60Uniform Delay, d1 21.1 16.3 23.0 22.9 19.7 26.0Progression Factor 0.42 0.48 0.62 0.53 1.00 1.00Incremental Delay, d2 42.1 0.4 562.1 4.4 0.6 273.5Delay (s) 50.9 8.2 576.3 16.5 20.3 299.5Level of Service D A F B C FApproach Delay (s) 10.4 78.7 20.3 299.5Approach LOS B E C F


HCM Signalized Intersection Capacity Analysis 2/23/201033: Wilshire Blvd & San Vicente Blvd Page 33



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 0.91 1.00 0.91 1.00Frt 1.00 0.99 1.00 0.98 1.00 0.98 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1583 4487 1583 4477 1583 4479 1583 4550 1417Flt Permitted 0.13 1.00 0.13 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 215 4487 215 4477 1583 4479 1583 4550 1417Volume (vph) 53 1171 118 112 1669 200 518 1251 145 272 1119 186Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93Adj. Flow (vph) 57 1259 127 120 1795 215 557 1345 156 292 1203 200RTOR Reduction (vph) 0 13 0 0 16 0 0 16 0 0 0 3Lane Group Flow (vph) 57 1373 0 120 1994 0 557 1485 0 292 1203 197Turn Type Perm Perm Prot Prot PermProtected Phases 4 8 5 1 6Permitted Phases 4 8 2 6Actuated Green, G (s) 29.0 29.0 29.0 29.0 14.0 31.0 15.0 31.0 31.0Effective Green, g (s) 31.0 31.0 31.0 31.0 15.0 32.0 15.0 32.0 32.0Actuated g/C Ratio 0.34 0.34 0.34 0.34 0.17 0.36 0.17 0.36 0.36Clearance Time (s) 6.0 6.0 6.0 6.0 5.0 5.0 4.0 5.0 5.0Vehicle Extension (s) 4.0 4.0 4.0 4.0 2.0 4.0 2.0 4.0 4.0Lane Grp Cap (vph) 74 1546 74 1542 264 1593 264 1618 504v/s Ratio Prot 0.31 0.45 c0.35 0.18 0.26v/s Ratio Perm 0.27 c0.56 c0.33 0.14v/c Ratio 0.77 0.89 1.62 1.29 2.11 0.93 1.11 0.74 0.39Uniform Delay, d1 26.3 27.9 29.5 29.5 37.5 28.0 37.5 25.4 21.7Progression Factor 1.00 1.00 0.44 0.42 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 53.7 8.0 285.3 132.3 512.1 11.3 86.8 3.1 2.3Delay (s) 80.0 35.8 298.3 144.6 549.6 39.3 124.3 28.5 24.0Level of Service F D F F F D F C CApproach Delay (s) 37.6 153.2 177.4 44.5Approach LOS D F F D


HCM Signalized Intersection Capacity Analysis 2/23/201034: Wilshire Blvd & Gale Dr Page 34



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.99 1.00 0.96Flpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 1.00 1.00Frt 1.00 1.00 1.00 1.00 0.97 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.99 1.00 1.00Satd. Flow (prot) 1583 4530 1564 4521 1592 1657 1364Flt Permitted 0.06 1.00 0.16 1.00 0.94 0.97 1.00Satd. Flow (perm) 98 4530 266 4521 1505 1611 1364Volume (vph) 84 1219 21 26 1991 47 27 165 48 17 200 101Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90Adj. Flow (vph) 93 1354 23 29 2212 52 30 183 53 19 222 112RTOR Reduction (vph) 0 2 0 0 3 0 0 9 0 0 0 8Lane Group Flow (vph) 93 1375 0 29 2261 0 0 257 0 0 241 104Confl. Peds. (#/hr) 47 44 44 47 18 31 31 18Confl. Bikes (#/hr) 3 2 4 1Turn Type Perm Perm Perm Perm PermProtected Phases 2 6 8 4Permitted Phases 2 6 8 4 4Actuated Green, G (s) 69.0 69.0 69.0 69.0 25.0 25.0 25.0Effective Green, g (s) 68.0 68.0 68.0 68.0 24.0 24.0 24.0Actuated g/C Ratio 0.68 0.68 0.68 0.68 0.24 0.24 0.24Clearance Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Vehicle Extension (s) 5.0 5.0 5.0 5.0 3.0 3.0 3.0Lane Grp Cap (vph) 67 3080 181 3074 361 387 327v/s Ratio Prot 0.30 0.50v/s Ratio Perm c0.95 0.11 c0.17 0.15 0.08v/c Ratio 1.39 0.45 0.16 0.74 0.71 0.62 0.32Uniform Delay, d1 16.0 7.4 5.7 10.2 34.8 34.0 31.3Progression Factor 0.78 0.38 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 205.7 0.2 1.9 1.6 11.3 7.4 2.6Delay (s) 218.2 3.0 7.6 11.9 46.1 41.3 33.8Level of Service F A A B D D CApproach Delay (s) 16.6 11.8 46.1 38.9Approach LOS B B D D

Intersection SummaryHCM Average Control Delay 17.7 HCM Level of Service BHCM Volume to Capacity ratio 1.22Actuated Cycle Length (s) 100.0 Sum of lost time (s) 8.0Intersection Capacity Utilization 99.0% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2/23/201035: 3rd St & La Cienega Blvd Page 35



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.97 0.91 0.97 0.91Frpb, ped/bikes 1.00 1.00 0.91 1.00 0.99 1.00 0.99 1.00 0.99Flpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 0.99 1.00 0.99 1.00 0.98Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1583 3167 1295 1571 3111 3072 4455 3072 4414Flt Permitted 0.11 1.00 1.00 0.32 1.00 0.95 1.00 0.95 1.00Satd. Flow (perm) 186 3167 1295 528 3111 3072 4455 3072 4414Volume (vph) 199 476 42 307 1287 95 176 1366 87 35 2100 289Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 216 517 46 334 1399 103 191 1485 95 38 2283 314RTOR Reduction (vph) 0 0 32 0 4 0 0 5 0 0 15 0Lane Group Flow (vph) 216 517 14 334 1498 0 191 1575 0 38 2582 0Confl. Peds. (#/hr) 63 49 49 63 51 51 51 51Confl. Bikes (#/hr) 3 3 6 3Turn Type pm+pt Perm pm+pt Prot ProtProtected Phases 1 6 5 2 3 8 7 4Permitted Phases 6 6 2Actuated Green, G (s) 49.4 34.5 34.5 49.6 34.6 13.6 48.6 4.5 39.5Effective Green, g (s) 49.8 35.9 35.9 50.0 36.0 13.6 49.6 4.5 40.5Actuated g/C Ratio 0.41 0.30 0.30 0.42 0.30 0.11 0.41 0.04 0.34Clearance Time (s) 3.0 5.4 5.4 3.0 5.4 4.0 5.0 4.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 239 947 387 342 933 348 1841 115 1490v/s Ratio Prot 0.10 0.16 c0.11 c0.48 0.06 c0.35 0.01 c0.58v/s Ratio Perm 0.27 0.01 0.29v/c Ratio 0.90 0.55 0.04 0.98 1.61 0.55 0.86 0.33 1.73Uniform Delay, d1 32.6 35.2 29.8 30.5 42.0 50.3 31.9 56.3 39.8Progression Factor 1.56 0.73 0.59 1.00 1.00 0.75 0.61 1.25 0.40Incremental Delay, d2 28.7 0.5 0.0 42.0 277.4 1.5 4.6 0.2 330.0Delay (s) 79.4 26.1 17.6 72.5 319.4 39.1 24.1 70.4 346.0Level of Service E C B E F D C E FApproach Delay (s) 40.4 274.5 25.7 342.0Approach LOS D F C F


HCM Signalized Intersection Capacity Analysis 2/23/201036: Burton Way & San Vicente Blvd Page 36



Movement EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBTLane ConfigurationsIdeal Flow (vphpl) 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.91 1.00 0.86 0.86 1.00 1.00 0.97Frt 1.00 0.99 1.00 1.00 0.85 1.00 0.85 1.00Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95Satd. Flow (prot) 1583 4523 1583 4300 1218 1583 1417 3072Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95Satd. Flow (perm) 1583 4523 1583 4300 1218 1583 1417 3072Volume (vph) 2 0 602 25 6 1546 805 13 0 13 770 0Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93Adj. Flow (vph) 2 0 647 27 6 1662 866 14 0 14 828 0RTOR Reduction (vph) 0 0 2 0 0 0 299 0 0 13 0 0Lane Group Flow (vph) 2 0 672 0 6 1662 567 14 0 1 828 0Turn Type Prot Prot Perm Prot customcustomProtected Phases 5 2 1 6 7Permitted Phases 6 7 8Actuated Green, G (s) 2.6 70.3 1.4 68.2 68.2 4.4 4.4 22.1Effective Green, g (s) 4.5 71.3 3.3 70.1 70.1 5.4 5.4 24.0Actuated g/C Ratio 0.04 0.59 0.03 0.58 0.58 0.05 0.05 0.20Clearance Time (s) 5.9 5.0 5.9 5.9 5.9 5.0 5.0 5.9Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 59 2687 44 2512 712 71 64 614v/s Ratio Prot 0.00 c0.15 0.00 0.39 c0.01v/s Ratio Perm c0.47 0.00 c0.27v/c Ratio 0.03 0.25 0.14 0.66 0.80 0.20 0.01 1.35Uniform Delay, d1 55.7 11.6 57.0 16.9 19.4 55.2 54.7 48.0Progression Factor 1.07 1.39 1.11 0.74 4.01 1.00 1.00 1.05Incremental Delay, d2 0.2 0.2 0.5 0.4 3.1 1.4 0.1 162.3Delay (s) 59.8 16.3 64.0 12.9 80.8 56.6 54.8 212.5Level of Service E B E B F E D FApproach Delay (s) 16.4 36.2 55.7 196.9Approach LOS B D E F

Intersection SummaryHCM Average Control Delay 74.4 HCM Level of Service EHCM Volume to Capacity ratio 0.84Actuated Cycle Length (s) 120.0 Sum of lost time (s) 12.0Intersection Capacity Utilization 71.8% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2/23/201036: Burton Way & San Vicente Blvd Page 37



Movement SBRLane ConfigurationsIdeal Flow (vphpl) 1700Total Lost time (s) 4.0Lane Util. Factor 1.00Frt 0.85Flt Protected 1.00Satd. Flow (prot) 1417Flt Permitted 1.00Satd. Flow (perm) 1417Volume (vph) 266Peak-hour factor, PHF 0.93Adj. Flow (vph) 286RTOR Reduction (vph) 221Lane Group Flow (vph) 65Turn Type customProtected PhasesPermitted Phases 8Actuated Green, G (s) 22.1Effective Green, g (s) 24.0Actuated g/C Ratio 0.20Clearance Time (s) 5.9Vehicle Extension (s) 3.0Lane Grp Cap (vph) 283v/s Ratio Protv/s Ratio Perm 0.05v/c Ratio 0.23Uniform Delay, d1 40.3Progression Factor 3.74Incremental Delay, d2 1.0Delay (s) 151.6Level of Service FApproach Delay (s)Approach LOS

Intersection Summary

HCM Signalized Intersection Capacity Analysis 2/23/201037: Burton Way & La Cienega Blvd Page 38



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.86 1.00 0.86 1.00 1.00 0.91 0.91Frt 1.00 0.85 1.00 0.85 1.00 1.00 0.97Flt Protected 1.00 1.00 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 5733 1417 5733 1417 1583 4548 4406Flt Permitted 1.00 1.00 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 5733 1417 5733 1417 1583 4548 4406Volume (vph) 0 1076 275 0 1536 306 294 1381 4 0 1891 504Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 0 1098 281 0 1567 312 300 1409 4 0 1930 514RTOR Reduction (vph) 0 0 1 0 0 24 0 0 0 0 3 0Lane Group Flow (vph) 0 1098 280 0 1567 288 300 1413 0 0 2441 0Turn Type pm+ov Perm ProtProtected Phases 8 1 4 1 6 2Permitted Phases 8 8 4Actuated Green, G (s) 42.0 52.0 42.0 42.0 10.0 66.0 50.5Effective Green, g (s) 44.0 55.5 44.0 44.0 11.5 68.0 52.5Actuated g/C Ratio 0.37 0.46 0.37 0.37 0.10 0.57 0.44Clearance Time (s) 6.0 5.5 6.0 6.0 5.5 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 2102 703 2102 520 152 2577 1928v/s Ratio Prot 0.19 0.04 c0.27 c0.19 0.31 c0.55v/s Ratio Perm 0.16 0.20v/c Ratio 0.52 0.40 0.75 0.55 1.97 0.55 1.27Uniform Delay, d1 29.8 21.2 33.1 30.2 54.2 16.3 33.8Progression Factor 1.32 1.90 1.00 1.00 1.23 0.77 0.32Incremental Delay, d2 0.5 0.2 2.5 4.2 457.8 0.7 120.2Delay (s) 39.6 40.5 35.6 34.4 524.7 13.3 130.9Level of Service D D D C F B FApproach Delay (s) 39.8 35.4 102.9 130.9Approach LOS D D F F


HCM Signalized Intersection Capacity Analysis 2/23/201038: Clifton Wy & La Cienega Blvd Page 39



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 0.91 1.00 0.91Frt 0.95 0.98 1.00 1.00 1.00 0.98Flt Protected 0.99 0.99 0.95 1.00 0.95 1.00Satd. Flow (prot) 1564 1616 1583 4534 1583 4465Flt Permitted 0.89 0.90 0.06 1.00 0.11 1.00Satd. Flow (perm) 1419 1481 104 4534 178 4465Volume (vph) 50 59 60 28 59 12 85 1573 39 70 1735 246Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Adj. Flow (vph) 53 62 63 29 62 13 89 1656 41 74 1826 259RTOR Reduction (vph) 0 17 0 0 5 0 0 2 0 0 15 0Lane Group Flow (vph) 0 161 0 0 99 0 89 1695 0 74 2070 0Turn Type Perm Perm Perm PermProtected Phases 4 8 2 6Permitted Phases 4 8 2 6Actuated Green, G (s) 30.0 30.0 83.4 83.4 83.4 83.4Effective Green, g (s) 29.0 29.0 83.0 83.0 83.0 83.0Actuated g/C Ratio 0.24 0.24 0.69 0.69 0.69 0.69Clearance Time (s) 3.0 3.0 3.6 3.6 3.6 3.6Vehicle Extension (s) 3.0 3.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 343 358 72 3136 123 3088v/s Ratio Prot 0.37 0.46v/s Ratio Perm c0.11 0.07 c0.86 0.42v/c Ratio 0.47 0.28 1.24 0.54 0.60 0.67Uniform Delay, d1 38.9 37.0 18.5 9.1 9.8 10.6Progression Factor 1.00 1.00 1.00 1.00 0.85 0.36Incremental Delay, d2 4.6 1.9 182.5 0.7 2.0 0.1Delay (s) 43.5 38.9 201.0 9.8 10.3 3.9Level of Service D D F A B AApproach Delay (s) 43.5 38.9 19.3 4.1Approach LOS D D B A

Intersection SummaryHCM Average Control Delay 13.1 HCM Level of Service BHCM Volume to Capacity ratio 1.04Actuated Cycle Length (s) 120.0 Sum of lost time (s) 8.0Intersection Capacity Utilization 73.2% ICU Level of Service DAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2/23/201039: Wilshire Blvd & La Cienega Blvd Page 40



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 0.91 1.00 0.91Frpb, ped/bikes 1.00 0.96 1.00 0.99 1.00 0.99 1.00 0.99Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.98 1.00 1.00 1.00 0.98 1.00 0.98Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1583 4280 1583 4506 1583 4429 1583 4416Flt Permitted 0.11 1.00 0.11 1.00 0.11 1.00 0.12 1.00Satd. Flow (perm) 191 4280 192 4506 183 4429 193 4416Volume (vph) 129 1112 205 120 2099 54 511 1622 213 86 1621 185Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Adj. Flow (vph) 136 1171 216 126 2209 57 538 1707 224 91 1706 195RTOR Reduction (vph) 0 27 0 0 3 0 0 16 0 0 14 0Lane Group Flow (vph) 136 1360 0 126 2263 0 538 1915 0 91 1887 0Confl. Peds. (#/hr) 156 159 159 156 90 48 48 90Confl. Bikes (#/hr) 4 7 3 1Turn Type pm+pt pm+pt pm+pt pm+ptProtected Phases 5 2 1 6 3 8 7 4Permitted Phases 2 6 8 4Actuated Green, G (s) 44.0 35.4 43.8 35.3 44.5 36.5 40.7 34.6Effective Green, g (s) 42.5 34.9 42.3 34.8 43.5 36.5 39.7 34.6Actuated g/C Ratio 0.42 0.35 0.42 0.35 0.44 0.36 0.40 0.35Clearance Time (s) 3.0 3.5 3.0 3.5 3.0 4.0 3.0 4.0Vehicle Extension (s) 2.0 5.0 2.0 5.0 2.0 3.0 2.0 3.0Lane Grp Cap (vph) 187 1494 186 1568 178 1617 148 1528v/s Ratio Prot c0.06 0.32 0.05 c0.50 c0.21 0.43 0.03 0.43v/s Ratio Perm 0.25 0.24 c1.11 0.21v/c Ratio 0.73 0.91 0.68 1.44 3.02 1.18 0.61 1.24Uniform Delay, d1 24.2 31.1 21.2 32.6 48.7 31.8 25.3 32.7Progression Factor 1.02 1.17 1.64 1.27 1.84 0.91 1.00 1.00Incremental Delay, d2 10.4 9.2 5.3 202.1 916.7 86.0 5.2 111.7Delay (s) 35.1 45.6 40.0 243.5 1006.4 114.7 30.5 144.4Level of Service D D D F F F C FApproach Delay (s) 44.7 232.8 309.0 139.2Approach LOS D F F F


HCM Signalized Intersection Capacity Analysis 2/23/201040: Gregory Wy & La Cienega Blvd Page 41



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 0.91 1.00 0.91Frpb, ped/bikes 0.96 0.99 1.00 0.99 1.00 0.97Flpb, ped/bikes 1.00 0.99 0.99 1.00 1.00 1.00Frt 0.95 0.99 1.00 0.99 1.00 0.98Flt Protected 0.99 0.98 0.95 1.00 0.95 1.00Satd. Flow (prot) 1504 1586 1571 4458 1583 4341Flt Permitted 0.80 0.58 0.06 1.00 0.06 1.00Satd. Flow (perm) 1219 937 105 4458 104 4341Volume (vph) 58 150 128 181 297 51 125 2188 194 20 1685 219Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Adj. Flow (vph) 61 158 135 191 313 54 132 2303 204 21 1774 231RTOR Reduction (vph) 0 12 0 0 4 0 0 10 0 0 17 0Lane Group Flow (vph) 0 342 0 0 554 0 132 2497 0 21 1988 0Confl. Peds. (#/hr) 39 76 76 39 104 34 34 104Confl. Bikes (#/hr) 2 2 6 4Turn Type Perm Perm Perm PermProtected Phases 4 8 2 6Permitted Phases 4 8 2 6Actuated Green, G (s) 29.0 29.0 64.2 64.2 64.2 64.2Effective Green, g (s) 28.0 28.0 64.0 64.0 64.0 64.0Actuated g/C Ratio 0.28 0.28 0.64 0.64 0.64 0.64Clearance Time (s) 3.0 3.0 3.8 3.8 3.8 3.8Vehicle Extension (s) 3.0 3.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 341 262 67 2853 67 2778v/s Ratio Prot 0.56 0.46v/s Ratio Perm 0.28 c0.59 c1.26 0.20v/c Ratio 1.00 2.12 1.97 0.88 0.31 0.72Uniform Delay, d1 36.0 36.0 18.0 14.7 8.1 12.0Progression Factor 1.00 1.00 1.00 1.00 1.51 1.49Incremental Delay, d2 49.8 514.9 485.6 4.1 1.1 0.1Delay (s) 85.8 550.9 503.6 18.8 13.3 18.0Level of Service F F F B B BApproach Delay (s) 85.8 550.9 43.1 17.9Approach LOS F F D B


HCM Signalized Intersection Capacity Analysis 2/23/201041: Olympic Blvd & La Cienega Blvd Page 42



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 0.91 1.00 0.91Frt 1.00 0.99 1.00 1.00 1.00 1.00 1.00 0.98Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1583 4483 1583 4536 1583 4532 1583 4478Flt Permitted 0.15 1.00 0.13 1.00 0.12 1.00 0.12 1.00Satd. Flow (perm) 256 4483 222 4536 196 4532 196 4478Volume (vph) 240 1506 165 191 2467 53 179 2132 57 113 1667 198Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97Adj. Flow (vph) 247 1553 170 197 2543 55 185 2198 59 116 1719 204RTOR Reduction (vph) 0 15 0 0 2 0 0 3 0 0 16 0Lane Group Flow (vph) 247 1708 0 197 2596 0 185 2254 0 116 1907 0Turn Type Perm pm+pt pm+pt pm+ptProtected Phases 6 5 2 3 8 7 4Permitted Phases 6 2 8 4Actuated Green, G (s) 25.0 25.0 36.0 36.0 40.1 33.1 39.9 33.0Effective Green, g (s) 26.0 26.0 37.0 37.0 41.1 34.1 40.9 34.0Actuated g/C Ratio 0.29 0.29 0.41 0.41 0.46 0.38 0.45 0.38Clearance Time (s) 5.0 5.0 3.5 5.0 4.0 5.0 4.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 74 1295 197 1865 197 1717 195 1692v/s Ratio Prot 0.38 0.08 c0.57 c0.07 c0.50 0.05 0.43v/s Ratio Perm c0.96 0.33 0.36 0.22v/c Ratio 3.34 1.32 1.00 1.39 0.94 1.31 0.59 1.13Uniform Delay, d1 32.0 32.0 43.7 26.5 21.1 27.9 20.9 28.0Progression Factor 0.69 0.68 1.00 1.00 1.68 0.35 1.00 1.00Incremental Delay, d2 1066.4 145.9 64.1 179.7 8.6 141.1 4.8 65.4Delay (s) 1088.5 167.8 107.8 206.2 44.1 150.8 25.7 93.4Level of Service F F F F D F C FApproach Delay (s) 283.2 199.2 142.8 89.5Approach LOS F F F F


HCM Signalized Intersection Capacity Analysis 2/23/201042: Pico Blvd & La Cienega Blvd Page 43



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.91 1.00 0.91Frt 1.00 0.98 1.00 0.99 1.00 0.99 1.00 0.98Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1583 3090 1583 3126 1583 4511 1583 4477Flt Permitted 0.15 1.00 0.13 1.00 0.12 1.00 0.14 1.00Satd. Flow (perm) 253 3090 220 3126 202 4511 230 4477Volume (vph) 106 875 168 159 1511 140 381 2158 132 78 1712 207Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97Adj. Flow (vph) 109 902 173 164 1558 144 393 2225 136 80 1765 213RTOR Reduction (vph) 0 18 0 0 1 0 0 7 0 0 9 0Lane Group Flow (vph) 109 1057 0 164 1701 0 393 2354 0 80 1969 0Turn Type Perm pm+pt pm+pt PermProtected Phases 8 7 4 1 6 2Permitted Phases 8 4 6 2Actuated Green, G (s) 25.3 25.3 38.0 38.0 42.0 42.0 28.0 28.0Effective Green, g (s) 26.3 26.3 39.0 39.0 43.0 43.0 29.0 29.0Actuated g/C Ratio 0.29 0.29 0.43 0.43 0.48 0.48 0.32 0.32Clearance Time (s) 5.0 5.0 3.0 5.0 4.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 74 903 227 1355 250 2155 74 1443v/s Ratio Prot 0.34 0.07 c0.54 c0.17 0.52 0.44v/s Ratio Perm c0.43 0.24 c0.58 0.35v/c Ratio 1.47 1.17 0.72 1.26 1.57 1.09 1.08 1.36Uniform Delay, d1 31.8 31.8 21.0 25.5 42.2 23.5 30.5 30.5Progression Factor 1.00 1.00 0.73 0.95 1.00 1.00 1.00 0.97Incremental Delay, d2 272.1 88.7 1.0 115.4 275.9 49.7 55.6 164.3Delay (s) 303.9 120.6 16.4 139.6 318.1 73.2 86.0 193.9Level of Service F F B F F E F FApproach Delay (s) 137.5 128.8 108.2 189.7Approach LOS F F F F


HCM Signalized Intersection Capacity Analysis 2/23/201043: 3rd St & San Vicente Blvd Page 44



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 0.95Frpb, ped/bikes 1.00 0.99 1.00 0.99 1.00 1.00 1.00 0.98Flpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 0.99 1.00Frt 1.00 0.98 1.00 0.99 1.00 0.99 1.00 0.98Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1583 3090 1558 3103 1583 3135 1568 3029Flt Permitted 0.06 1.00 0.30 1.00 0.09 1.00 0.14 1.00Satd. Flow (perm) 100 3090 498 3103 147 3135 226 3029Volume (vph) 80 597 76 132 1453 124 119 810 38 108 810 154Peak-hour factor, PHF 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89Adj. Flow (vph) 90 671 85 148 1633 139 134 910 43 121 910 173RTOR Reduction (vph) 0 8 0 0 5 0 0 3 0 0 9 0Lane Group Flow (vph) 90 748 0 148 1767 0 134 950 0 121 1074 0Confl. Peds. (#/hr) 50 50 50 50 50 50 50 50Turn Type Perm Perm Perm PermProtected Phases 6 2 8 4Permitted Phases 6 2 8 4Actuated Green, G (s) 64.6 64.6 64.6 64.6 44.1 44.1 44.1 44.1Effective Green, g (s) 66.5 66.5 66.5 66.5 45.5 45.5 45.5 45.5Actuated g/C Ratio 0.55 0.55 0.55 0.55 0.38 0.38 0.38 0.38Clearance Time (s) 5.9 5.9 5.9 5.9 5.4 5.4 5.4 5.4Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 55 1712 276 1720 56 1189 86 1148v/s Ratio Prot 0.24 0.57 0.30 0.35v/s Ratio Perm c0.90 0.30 c0.91 0.54v/c Ratio 1.64 0.44 0.54 1.03 2.39 0.80 1.41 0.94Uniform Delay, d1 26.8 15.7 17.0 26.8 37.2 33.2 37.2 35.8Progression Factor 1.00 1.00 0.56 0.74 1.19 1.18 1.00 1.00Incremental Delay, d2 354.4 0.8 0.7 15.1 665.3 4.3 238.7 15.0Delay (s) 381.1 16.5 10.1 34.9 709.6 43.3 275.9 50.8Level of Service F B B C F D F DApproach Delay (s) 55.3 33.0 125.4 73.4Approach LOS E C F E

Intersection SummaryHCM Average Control Delay 66.2 HCM Level of Service EHCM Volume to Capacity ratio 1.94Actuated Cycle Length (s) 120.0 Sum of lost time (s) 8.0Intersection Capacity Utilization 110.8% ICU Level of Service HAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2/23/201044: Wilshire Blvd & Willaman Dr Page 45



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00Frt 1.00 1.00 1.00 1.00 0.97 0.96Flt Protected 0.95 1.00 0.95 1.00 1.00 0.99Satd. Flow (prot) 1583 4531 1583 4542 1613 1590Flt Permitted 0.06 1.00 0.16 1.00 0.97 0.95Satd. Flow (perm) 100 4531 267 4542 1573 1517Volume (vph) 21 1285 37 44 2640 32 19 177 52 22 99 51Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96Adj. Flow (vph) 22 1339 39 46 2750 33 20 184 54 23 103 53RTOR Reduction (vph) 0 3 0 0 1 0 0 10 0 0 3 0Lane Group Flow (vph) 22 1375 0 46 2782 0 0 248 0 0 176 0Turn Type Perm Perm Perm PermProtected Phases 2 6 8 4Permitted Phases 2 6 8 4Actuated Green, G (s) 68.0 68.0 68.0 68.0 26.0 26.0Effective Green, g (s) 67.0 67.0 67.0 67.0 25.0 25.0Actuated g/C Ratio 0.67 0.67 0.67 0.67 0.25 0.25Clearance Time (s) 3.0 3.0 3.0 3.0 3.0 3.0Vehicle Extension (s) 5.0 5.0 5.0 5.0 3.0 3.0Lane Grp Cap (vph) 67 3036 179 3043 393 379v/s Ratio Prot 0.30 c0.61v/s Ratio Perm 0.22 0.17 c0.16 0.12v/c Ratio 0.33 0.45 0.26 0.91 0.63 0.46Uniform Delay, d1 7.0 7.8 6.6 14.1 33.4 31.8Progression Factor 0.58 0.31 0.25 0.77 1.00 1.00Incremental Delay, d2 9.0 0.3 0.3 0.6 7.5 4.0Delay (s) 13.1 2.8 2.0 11.4 40.9 35.9Level of Service B A A B D DApproach Delay (s) 2.9 11.2 40.9 35.9Approach LOS A B D D

Intersection SummaryHCM Average Control Delay 11.3 HCM Level of Service BHCM Volume to Capacity ratio 0.84Actuated Cycle Length (s) 100.0 Sum of lost time (s) 8.0Intersection Capacity Utilization 82.4% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2/23/201045: Burton Way & Robertson Blvd Page 46



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.91 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1583 3167 1417 1583 4550 1417 1583 1667 1417 1583 1646Flt Permitted 0.23 1.00 1.00 0.25 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 388 3167 1417 410 4550 1417 1583 1667 1417 1583 1646Volume (vph) 87 627 59 108 1424 93 82 583 35 40 727 66Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93Adj. Flow (vph) 94 674 63 116 1531 100 88 627 38 43 782 71RTOR Reduction (vph) 0 0 45 0 0 71 0 0 21 0 5 0Lane Group Flow (vph) 94 674 18 116 1531 29 88 627 17 43 848 0Turn Type Perm Perm Perm Perm Prot Perm ProtProtected Phases 4 4 1 2 1 6Permitted Phases 4 4 4 4 2Actuated Green, G (s) 16.2 16.2 16.2 16.2 16.2 16.2 3.4 26.6 26.6 3.4 26.6Effective Green, g (s) 17.2 17.2 17.2 17.2 17.2 17.2 3.4 27.4 27.4 3.4 27.4Actuated g/C Ratio 0.29 0.29 0.29 0.29 0.29 0.29 0.06 0.46 0.46 0.06 0.46Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 4.0 4.8 4.8 4.0 4.8Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 111 908 406 118 1304 406 90 761 647 90 752v/s Ratio Prot 0.21 c0.34 c0.06 0.38 0.03 c0.51v/s Ratio Perm 0.24 0.01 0.28 0.02 0.01v/c Ratio 0.85 0.74 0.04 0.98 1.17 0.07 0.98 0.82 0.03 0.48 1.13Uniform Delay, d1 20.2 19.4 15.5 21.3 21.4 15.6 28.3 14.2 9.0 27.4 16.3Progression Factor 1.00 1.00 1.00 1.27 1.36 1.72 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 51.4 5.5 0.2 70.1 85.2 0.3 86.7 9.8 0.1 4.0 73.7Delay (s) 71.5 24.8 15.7 97.2 114.3 27.0 114.9 24.0 9.0 31.4 90.0Level of Service E C B F F C F C A C FApproach Delay (s) 29.4 108.1 33.9 87.2Approach LOS C F C F

Intersection SummaryHCM Average Control Delay 75.0 HCM Level of Service EHCM Volume to Capacity ratio 1.13Actuated Cycle Length (s) 60.0 Sum of lost time (s) 12.0Intersection Capacity Utilization 104.7% ICU Level of Service GAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2/23/201046: Wilshire Blvd & Robertson Blvd Page 47



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 0.95 1.00 0.95Frt 1.00 0.98 1.00 1.00 1.00 0.98 1.00 0.98Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1583 4480 1583 4529 1583 3108 1583 3104Flt Permitted 0.09 1.00 0.11 1.00 0.13 1.00 0.14 1.00Satd. Flow (perm) 153 4480 179 4529 215 3108 242 3104Volume (vph) 95 1171 134 54 2427 78 138 687 98 53 820 125Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93Adj. Flow (vph) 102 1259 144 58 2610 84 148 739 105 57 882 134RTOR Reduction (vph) 0 14 0 0 3 0 0 10 0 0 12 0Lane Group Flow (vph) 102 1389 0 58 2691 0 148 834 0 57 1004 0Turn Type pm+pt pm+pt pm+pt pm+ptProtected Phases 5 2 1 6 3 8 7 4Permitted Phases 2 6 8 4Actuated Green, G (s) 52.1 44.6 48.7 42.9 40.0 32.0 35.2 29.6Effective Green, g (s) 50.1 43.6 46.7 41.9 38.0 31.0 33.2 28.6Actuated g/C Ratio 0.50 0.44 0.47 0.42 0.38 0.31 0.33 0.29Clearance Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Vehicle Extension (s) 2.0 5.0 2.0 5.0 2.0 3.0 2.0 3.0Lane Grp Cap (vph) 170 1953 151 1898 177 963 142 888v/s Ratio Prot c0.04 0.31 0.02 c0.59 c0.06 0.27 0.02 c0.32v/s Ratio Perm 0.26 0.16 0.26 0.11v/c Ratio 0.60 0.71 0.38 1.42 0.84 0.87 0.40 1.13Uniform Delay, d1 46.7 23.1 16.5 29.1 25.5 32.5 24.6 35.7Progression Factor 2.13 2.01 1.31 1.48 1.00 1.00 1.00 1.00Incremental Delay, d2 3.0 1.8 0.2 189.2 26.5 10.3 0.7 72.9Delay (s) 102.4 48.1 21.9 232.3 52.0 42.8 25.3 108.6Level of Service F D C F D D C FApproach Delay (s) 51.8 227.9 44.2 104.1Approach LOS D F D F


HCM Signalized Intersection Capacity Analysis 2/23/201047: Olympic Blvd & Robertson Blvd Page 48



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 0.95 1.00 0.95Frt 1.00 0.99 1.00 1.00 1.00 0.97 1.00 0.98Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1583 4482 1583 4542 1583 3082 1583 3105Flt Permitted 0.11 1.00 0.10 1.00 0.15 1.00 0.17 1.00Satd. Flow (perm) 183 4482 172 4542 255 3082 282 3105Volume (vph) 77 1482 164 182 2565 31 188 888 194 54 866 130Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94Adj. Flow (vph) 82 1577 174 194 2729 33 200 945 206 57 921 138RTOR Reduction (vph) 0 15 0 0 1 0 0 20 0 0 13 0Lane Group Flow (vph) 82 1736 0 194 2761 0 200 1131 0 57 1046 0Turn Type pm+pt pm+pt pm+pt pm+ptProtected Phases 5 2 1 6 3 8 7 4Permitted Phases 2 6 8 4Actuated Green, G (s) 43.0 37.4 47.8 39.8 35.1 27.1 30.1 24.6Effective Green, g (s) 41.0 36.4 45.8 38.8 33.1 26.1 28.1 23.6Actuated g/C Ratio 0.46 0.40 0.51 0.43 0.37 0.29 0.31 0.26Clearance Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Vehicle Extension (s) 2.0 5.0 2.0 5.0 2.0 3.0 2.0 3.0Lane Grp Cap (vph) 155 1813 197 1958 197 894 153 814v/s Ratio Prot 0.03 0.39 c0.08 c0.61 c0.08 c0.37 0.02 0.34v/s Ratio Perm 0.21 0.42 0.29 0.10v/c Ratio 0.53 0.96 0.98 1.41 1.02 1.27 0.37 1.28Uniform Delay, d1 21.4 26.0 21.2 25.6 43.7 31.9 42.1 33.2Progression Factor 1.00 1.00 1.94 0.40 1.00 1.00 1.00 1.00Incremental Delay, d2 1.5 13.2 15.6 184.8 68.1 128.3 0.6 137.4Delay (s) 22.9 39.3 56.7 195.0 111.8 160.2 42.7 170.6Level of Service C D E F F F D FApproach Delay (s) 38.6 185.9 153.1 164.1Approach LOS D F F F


HCM Signalized Intersection Capacity Analysis 2/23/201048: Wilshire Blvd & Doheny Dr Page 49



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 1.00 1.00 0.95Frt 1.00 0.98 1.00 1.00 1.00 1.00 0.85 1.00 0.95Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1583 4467 1583 4541 1583 1667 1417 1583 2996Flt Permitted 0.09 1.00 0.10 1.00 0.12 1.00 1.00 0.13 1.00Satd. Flow (perm) 156 4467 171 4541 206 1667 1417 218 2996Volume (vph) 100 1173 163 69 2640 36 137 537 93 51 606 341Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Adj. Flow (vph) 105 1235 172 73 2779 38 144 565 98 54 638 359RTOR Reduction (vph) 0 18 0 0 1 0 0 0 66 0 77 0Lane Group Flow (vph) 105 1389 0 73 2816 0 144 565 32 54 920 0Turn Type pm+pt pm+pt pm+pt Perm pm+ptProtected Phases 5 2 1 6 3 8 7 4Permitted Phases 2 6 8 8 4Actuated Green, G (s) 50.6 43.8 48.2 42.6 40.4 33.4 33.4 36.8 31.6Effective Green, g (s) 48.6 42.8 46.2 41.6 38.4 32.4 32.4 34.8 30.6Actuated g/C Ratio 0.49 0.43 0.46 0.42 0.38 0.32 0.32 0.35 0.31Clearance Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Vehicle Extension (s) 2.0 5.0 2.0 5.0 2.0 3.0 3.0 2.0 3.0Lane Grp Cap (vph) 159 1912 144 1889 162 540 459 133 917v/s Ratio Prot c0.04 0.31 0.02 c0.62 c0.05 c0.34 0.02 0.31v/s Ratio Perm 0.28 0.21 0.29 0.02 0.12v/c Ratio 0.66 0.73 0.51 1.49 0.89 1.05 0.07 0.41 1.00Uniform Delay, d1 23.3 23.7 17.3 29.2 25.4 33.8 23.4 25.3 34.7Progression Factor 0.78 1.08 2.14 1.80 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 6.6 2.1 0.1 221.1 39.1 51.4 0.3 0.7 30.5Delay (s) 24.7 27.8 37.0 273.6 64.5 85.2 23.7 26.0 65.2Level of Service C C D F E F C C EApproach Delay (s) 27.5 267.6 74.0 63.2Approach LOS C F E E


HCM Signalized Intersection Capacity Analysis 2/23/201049: Santa Monica Blvd & Canon Dr Page 50



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 0.95Frt 1.00 0.99 1.00 1.00 1.00 0.97 1.00 1.00Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1118 2222 1118 2232 1118 2177 1118 2231Flt Permitted 0.07 1.00 0.09 1.00 0.28 1.00 0.66 1.00Satd. Flow (perm) 77 2222 106 2232 331 2177 781 2231Volume (vph) 27 1549 66 53 2105 22 10 112 23 114 492 7Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97Adj. Flow (vph) 28 1597 68 55 2170 23 10 115 24 118 507 7RTOR Reduction (vph) 0 3 0 0 1 0 0 18 0 0 1 0Lane Group Flow (vph) 28 1662 0 55 2192 0 10 121 0 118 513 0Turn Type Perm Perm Perm PermProtected Phases 2 6 8 4Permitted Phases 2 6 8 4Actuated Green, G (s) 60.5 60.5 60.5 60.5 20.8 20.8 20.8 20.8Effective Green, g (s) 61.0 61.0 61.0 61.0 21.0 21.0 21.0 21.0Actuated g/C Ratio 0.68 0.68 0.68 0.68 0.23 0.23 0.23 0.23Clearance Time (s) 4.5 4.5 4.5 4.5 4.2 4.2 4.2 4.2Vehicle Extension (s) 5.0 5.0 5.0 5.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 52 1506 72 1513 77 508 182 521v/s Ratio Prot 0.75 c0.98 0.06 c0.23v/s Ratio Perm 0.36 0.52 0.03 0.15v/c Ratio 0.54 1.10 0.76 1.45 0.13 0.24 0.65 0.99Uniform Delay, d1 7.4 14.5 9.7 14.5 27.3 28.0 31.2 34.3Progression Factor 0.35 0.38 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 3.6 47.7 53.7 205.7 3.5 1.1 16.5 35.9Delay (s) 6.2 53.2 63.4 220.2 30.7 29.1 47.7 70.3Level of Service A D E F C C D EApproach Delay (s) 52.4 216.4 29.2 66.1Approach LOS D F C E


HCM Signalized Intersection Capacity Analysis 2/23/201050: Dayton Dr & Canon Dr Page 51



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700Total Lost time (s) 4.0 4.0 4.0Lane Util. Factor 0.95 0.95 0.95Frpb, ped/bikes 1.00 1.00 1.00Flpb, ped/bikes 0.99 1.00 1.00Frt 0.99 0.97 1.00Flt Protected 0.98 1.00 0.99Satd. Flow (prot) 3031 3053 3145Flt Permitted 0.98 1.00 0.90Satd. Flow (perm) 3031 3053 2858Volume (vph) 174 212 17 0 0 0 0 98 26 38 274 0Peak-hour factor, PHF 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77Adj. Flow (vph) 226 275 22 0 0 0 0 127 34 49 356 0RTOR Reduction (vph) 0 3 0 0 0 0 0 25 0 0 0 0Lane Group Flow (vph) 0 520 0 0 0 0 0 136 0 0 405 0Confl. Peds. (#/hr) 28 18 18 28 6 7 7 6Confl. Bikes (#/hr) 1 1 1Turn Type Perm PermProtected Phases 2 8 4Permitted Phases 2 4Actuated Green, G (s) 37.0 17.0 17.0Effective Green, g (s) 36.0 16.0 16.0Actuated g/C Ratio 0.60 0.27 0.27Clearance Time (s) 3.0 3.0 3.0Vehicle Extension (s) 5.0 3.0 3.0Lane Grp Cap (vph) 1819 814 762v/s Ratio Prot 0.04v/s Ratio Perm 0.17 c0.14v/c Ratio 0.29 0.17 0.53Uniform Delay, d1 5.8 16.9 18.8Progression Factor 1.15 1.00 1.00Incremental Delay, d2 0.3 0.4 2.6Delay (s) 6.9 17.3 21.4Level of Service A B CApproach Delay (s) 6.9 0.0 17.3 21.4Approach LOS A A B C

Intersection SummaryHCM Average Control Delay 13.9 HCM Level of Service BHCM Volume to Capacity ratio 0.36Actuated Cycle Length (s) 60.0 Sum of lost time (s) 8.0Intersection Capacity Utilization 54.1% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2/23/201051: Wilshire Blvd & Canon Dr Page 52



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 1.00Frpb, ped/bikes 1.00 1.00 1.00 0.99 0.97 1.00 0.97Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.98 1.00Frt 1.00 1.00 1.00 0.98 0.86 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1583 4527 1583 4397 1396 1562 1371Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1583 4527 1583 4397 1396 1562 1371Volume (vph) 48 1341 26 116 2413 463 0 0 45 135 7 166Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96Adj. Flow (vph) 50 1397 27 121 2514 482 0 0 47 141 7 173RTOR Reduction (vph) 0 2 0 0 23 0 0 0 36 0 0 133Lane Group Flow (vph) 50 1422 0 121 2973 0 0 0 11 0 148 40Confl. Peds. (#/hr) 18 42 42 18 15 14 14 15Confl. Bikes (#/hr) 2 1 1Turn Type Prot Prot custom Perm PermProtected Phases 5 2 1 6 4Permitted Phases 8 4 4Actuated Green, G (s) 5.4 55.7 11.3 61.6 24.0 24.0 24.0Effective Green, g (s) 4.4 54.7 10.3 60.6 23.0 23.0 23.0Actuated g/C Ratio 0.04 0.55 0.10 0.61 0.23 0.23 0.23Clearance Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Vehicle Extension (s) 2.0 5.0 2.0 5.0 3.0 3.0 3.0Lane Grp Cap (vph) 70 2476 163 2665 321 359 315v/s Ratio Prot 0.03 0.31 c0.08 c0.68v/s Ratio Perm 0.01 0.09 0.03v/c Ratio 0.71 0.57 0.74 1.12 0.03 0.41 0.13Uniform Delay, d1 47.2 15.0 43.6 19.7 29.9 32.8 30.5Progression Factor 1.00 1.00 0.70 1.88 1.00 1.00 1.00Incremental Delay, d2 24.8 1.0 1.5 52.5 0.2 3.5 0.8Delay (s) 72.0 15.9 32.0 89.6 30.1 36.2 31.4Level of Service E B C F C D CApproach Delay (s) 17.8 87.4 30.1 33.6Approach LOS B F C C

Intersection SummaryHCM Average Control Delay 62.7 HCM Level of Service EHCM Volume to Capacity ratio 0.93Actuated Cycle Length (s) 100.0 Sum of lost time (s) 12.0Intersection Capacity Utilization 95.6% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2/23/201052: Santa Monica Blvd & Beverly Dr Page 53



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 0.95Frt 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.99Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1118 2230 1118 2233 1118 2216 1118 2203Flt Permitted 0.07 1.00 0.07 1.00 0.15 1.00 0.29 1.00Satd. Flow (perm) 84 2230 84 2233 181 2216 343 2203Volume (vph) 32 1650 25 229 1970 15 26 523 32 26 753 81Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 33 1684 26 234 2010 15 27 534 33 27 768 83RTOR Reduction (vph) 0 1 0 0 1 0 0 5 0 0 9 0Lane Group Flow (vph) 33 1709 0 234 2024 0 27 562 0 27 842 0Turn Type Perm Perm Perm PermProtected Phases 2 6 8 4Permitted Phases 2 6 8 4Actuated Green, G (s) 55.5 55.5 55.5 55.5 25.8 25.8 25.8 25.8Effective Green, g (s) 56.0 56.0 56.0 56.0 26.0 26.0 26.0 26.0Actuated g/C Ratio 0.62 0.62 0.62 0.62 0.29 0.29 0.29 0.29Clearance Time (s) 4.5 4.5 4.5 4.5 4.2 4.2 4.2 4.2Vehicle Extension (s) 5.0 5.0 5.0 5.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 52 1388 52 1389 52 640 99 636v/s Ratio Prot 0.77 0.91 0.25 c0.38v/s Ratio Perm 0.39 c2.78 0.15 0.08v/c Ratio 0.63 1.23 4.50 1.46 0.52 0.88 0.27 1.32Uniform Delay, d1 10.6 17.0 17.0 17.0 26.8 30.5 24.7 32.0Progression Factor 1.00 1.00 0.59 0.59 0.43 0.35 1.00 1.00Incremental Delay, d2 46.8 110.5 1579.0 206.2 13.2 6.8 6.7 156.4Delay (s) 57.4 127.5 1589.0 216.2 24.6 17.5 31.4 188.4Level of Service E F F F C B C FApproach Delay (s) 126.2 358.4 17.9 183.5Approach LOS F F B F


HCM Signalized Intersection Capacity Analysis 2/23/201053: Little Santa Monica & Beverly Dr Page 54



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 0.95Frt 1.00 0.99 1.00 1.00 1.00 1.00 0.85 0.99Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 1.00Satd. Flow (prot) 1118 2205 1118 2231 1118 2235 1000 2211Flt Permitted 0.07 1.00 0.23 1.00 0.15 1.00 1.00 1.00Satd. Flow (perm) 84 2205 276 2231 181 2235 1000 2211Volume (vph) 59 821 80 222 1756 24 65 498 98 0 914 70Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90Adj. Flow (vph) 66 912 89 247 1951 27 72 553 109 0 1016 78RTOR Reduction (vph) 0 3 0 0 1 0 0 0 78 0 6 0Lane Group Flow (vph) 66 998 0 247 1977 0 72 553 31 0 1088 0Turn Type Perm Perm Perm PermProtected Phases 2 6 8 4Permitted Phases 2 6 8 8Actuated Green, G (s) 55.5 55.5 55.5 55.5 25.8 25.8 25.8 25.8Effective Green, g (s) 56.0 56.0 56.0 56.0 26.0 26.0 26.0 26.0Actuated g/C Ratio 0.62 0.62 0.62 0.62 0.29 0.29 0.29 0.29Clearance Time (s) 4.5 4.5 4.5 4.5 4.2 4.2 4.2 4.2Vehicle Extension (s) 5.0 5.0 5.0 5.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 52 1372 172 1388 52 646 289 639v/s Ratio Prot 0.45 0.89 0.25 c0.49v/s Ratio Perm 0.79 c0.89 0.40 0.03v/c Ratio 1.27 0.73 1.44 1.42 1.38 0.86 0.11 1.70Uniform Delay, d1 17.0 11.7 17.0 17.0 32.0 30.2 23.5 32.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.61Incremental Delay, d2 213.7 3.4 226.1 195.2 257.0 13.7 0.8 316.5Delay (s) 230.7 15.1 243.1 212.2 289.0 43.9 24.3 335.9Level of Service F B F F F D C FApproach Delay (s) 28.5 215.6 65.0 335.9Approach LOS C F E F


HCM Signalized Intersection Capacity Analysis 2/23/201054: Dayton Dr & Beverly Dr Page 55



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700Total Lost time (s) 4.0 4.0 4.0Lane Util. Factor 0.95 0.95 0.95Frpb, ped/bikes 0.99 0.98 1.00Flpb, ped/bikes 0.99 1.00 1.00Frt 0.93 0.96 1.00Flt Protected 0.99 1.00 0.99Satd. Flow (prot) 2862 2980 3144Flt Permitted 0.99 1.00 0.65Satd. Flow (perm) 2862 2980 2064Volume (vph) 35 114 139 0 0 0 0 763 234 86 700 0Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91Adj. Flow (vph) 38 125 153 0 0 0 0 838 257 95 769 0RTOR Reduction (vph) 0 58 0 0 0 0 0 48 0 0 0 0Lane Group Flow (vph) 0 258 0 0 0 0 0 1047 0 0 864 0Confl. Peds. (#/hr) 123 3 3 123 1 108 108 1Confl. Bikes (#/hr) 6 4 2Turn Type Perm PermProtected Phases 4 2 6Permitted Phases 4 6Actuated Green, G (s) 27.0 27.0 27.0Effective Green, g (s) 26.0 26.0 26.0Actuated g/C Ratio 0.43 0.43 0.43Clearance Time (s) 3.0 3.0 3.0Vehicle Extension (s) 3.0 3.0 3.0Lane Grp Cap (vph) 1240 1291 894v/s Ratio Prot 0.35v/s Ratio Perm 0.09 c0.42v/c Ratio 0.21 0.81 0.97Uniform Delay, d1 10.6 14.9 16.6Progression Factor 0.59 1.00 1.00Incremental Delay, d2 0.4 5.6 23.0Delay (s) 6.6 20.5 39.6Level of Service A C DApproach Delay (s) 6.6 0.0 20.5 39.6Approach LOS A A C D

Intersection SummaryHCM Average Control Delay 25.8 HCM Level of Service CHCM Volume to Capacity ratio 0.59Actuated Cycle Length (s) 60.0 Sum of lost time (s) 8.0Intersection Capacity Utilization 85.3% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2/23/201055: Wilshire Blvd & Beverly Dr Page 56



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 0.95 1.00 0.95 1.00Frpb, ped/bikes 1.00 0.97 1.00 0.99 1.00 1.00 0.86 1.00 0.86Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.98 1.00 0.99 1.00 1.00 0.85 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00Satd. Flow (prot) 1583 4332 1583 4470 1583 3167 1219 3167 1220Flt Permitted 0.10 1.00 0.09 1.00 0.95 1.00 1.00 1.00 1.00Satd. Flow (perm) 159 4332 145 4470 1583 3167 1219 3167 1220Volume (vph) 61 1226 202 334 2104 91 296 884 102 0 774 193Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96Adj. Flow (vph) 64 1277 210 348 2192 95 308 921 106 0 806 201RTOR Reduction (vph) 0 23 0 0 4 0 0 0 68 0 0 124Lane Group Flow (vph) 64 1464 0 348 2283 0 308 921 38 0 806 77Confl. Peds. (#/hr) 202 139 139 202 96 97 97 96Confl. Bikes (#/hr) 3 1 1Turn Type pm+pt pm+pt Prot Perm PermProtected Phases 5 2 1 6 3 8 4Permitted Phases 2 6 8 4Actuated Green, G (s) 48.4 43.0 56.0 47.6 9.9 35.9 35.9 22.9 22.9Effective Green, g (s) 46.4 42.0 55.0 46.6 9.0 35.0 35.0 22.0 22.0Actuated g/C Ratio 0.47 0.43 0.56 0.48 0.09 0.36 0.36 0.22 0.22Clearance Time (s) 3.0 3.0 3.0 3.0 3.1 3.1 3.1 3.1 3.1Vehicle Extension (s) 2.0 5.0 2.0 5.0 2.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 139 1857 213 2126 145 1131 435 711 274v/s Ratio Prot 0.02 0.34 c0.15 0.51 c0.19 0.29 c0.25v/s Ratio Perm 0.20 c0.77 0.03 0.06v/c Ratio 0.46 0.79 1.63 1.07 2.12 0.81 0.09 1.13 0.28Uniform Delay, d1 21.2 24.2 25.9 25.7 44.5 28.6 20.9 38.0 31.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.9 3.5 305.5 42.8 528.3 6.5 0.4 76.9 2.5Delay (s) 22.1 27.7 331.4 68.5 572.8 35.0 21.3 114.9 34.0Level of Service C C F E F D C F CApproach Delay (s) 27.4 103.2 158.0 98.8Approach LOS C F F F


HCM Signalized Intersection Capacity Analysis 2/23/201056: Charleville Blvd & Beverly Dr Page 57



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 0.95Frt 0.95 0.98 1.00 1.00 1.00 0.99Flt Protected 0.99 0.98 0.95 1.00 0.95 1.00Satd. Flow (prot) 2986 3063 1583 3153 1583 3132Flt Permitted 0.85 0.76 0.15 1.00 0.12 1.00Satd. Flow (perm) 2554 2373 245 3153 201 3132Volume (vph) 29 107 69 196 294 55 113 1221 36 44 997 78Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97Adj. Flow (vph) 30 110 71 202 303 57 116 1259 37 45 1028 80RTOR Reduction (vph) 0 49 0 0 10 0 0 2 0 0 6 0Lane Group Flow (vph) 0 162 0 0 552 0 116 1294 0 45 1102 0Turn Type Perm Perm pm+pt pm+ptProtected Phases 4 8 5 2 1 6Permitted Phases 4 8 2 6Actuated Green, G (s) 29.0 29.0 54.6 48.3 49.4 45.7Effective Green, g (s) 28.0 28.0 52.6 47.3 47.4 44.7Actuated g/C Ratio 0.31 0.31 0.58 0.53 0.53 0.50Clearance Time (s) 3.0 3.0 3.0 3.0 3.0 3.0Vehicle Extension (s) 3.0 3.0 2.0 5.0 2.0 5.0Lane Grp Cap (vph) 795 738 222 1657 147 1556v/s Ratio Prot c0.03 c0.41 0.01 0.35v/s Ratio Perm 0.06 c0.23 0.27 0.15v/c Ratio 0.20 0.75 0.52 0.78 0.31 0.71Uniform Delay, d1 22.8 27.8 11.5 17.2 12.8 17.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.6 4.2 1.0 3.7 0.4 2.8Delay (s) 23.4 32.0 12.6 20.9 13.2 20.3Level of Service C C B C B CApproach Delay (s) 23.4 32.0 20.2 20.1Approach LOS C C C C

Intersection SummaryHCM Average Control Delay 22.4 HCM Level of Service CHCM Volume to Capacity ratio 0.78Actuated Cycle Length (s) 90.0 Sum of lost time (s) 12.0Intersection Capacity Utilization 80.6% ICU Level of Service DAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2/23/201057: Olympic Blvd & Beverwil Dr Page 58



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 0.95 0.95Frt 1.00 0.99 1.00 1.00 1.00 0.99 0.97Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1583 4525 1583 4550 1583 3134 3059Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 1583 4525 1583 4550 1583 3134 3059Volume (vph) 36 1856 71 10 3178 0 40 688 51 0 420 123Peak-hour factor, PHF 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99Adj. Flow (vph) 36 1875 72 10 3210 0 40 695 52 0 424 124RTOR Reduction (vph) 0 4 0 0 0 0 0 6 0 0 30 0Lane Group Flow (vph) 36 1943 0 10 3210 0 40 741 0 0 518 0Turn Type Prot Prot SplitProtected Phases 1! 2! 5! 6! 8 8 7Permitted PhasesActuated Green, G (s) 5.3 33.7 4.8 33.2 14.0 14.0 22.0Effective Green, g (s) 4.8 33.2 4.8 33.2 14.0 14.0 22.0Actuated g/C Ratio 0.05 0.37 0.05 0.37 0.16 0.16 0.24Clearance Time (s) 3.5 3.5 4.0 4.0 4.0 4.0 4.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 84 1669 84 1678 246 488 748v/s Ratio Prot c0.02 0.43 0.01 c0.71 0.03 c0.24 c0.17v/s Ratio Permv/c Ratio 0.43 1.16 0.12 1.91 0.16 1.52 0.69Uniform Delay, d1 41.3 28.4 40.6 28.4 32.9 38.0 30.9Progression Factor 1.22 0.99 1.52 0.38 1.00 1.00 1.00Incremental Delay, d2 0.3 74.4 0.1 411.0 0.3 243.7 5.2Delay (s) 50.9 102.5 61.7 421.8 33.2 281.7 36.1Level of Service D F E F C F DApproach Delay (s) 101.5 420.7 269.1 36.1Approach LOS F F F D

Intersection SummaryHCM Average Control Delay 273.4 HCM Level of Service FHCM Volume to Capacity ratio 1.38Actuated Cycle Length (s) 90.0 Sum of lost time (s) 16.0Intersection Capacity Utilization 100.2% ICU Level of Service GAnalysis Period (min) 15! Phase conflict between lane groups.c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2/23/201058: Olympic Blvd & Beverly Dr Page 59



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsIdeal Flow (vphpl) 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.91 1.00 0.91 1.00 0.95 1.00 0.95Frt 0.99 1.00 0.99 1.00 0.99 1.00 1.00Flt Protected 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 4521 1583 4518 1583 3138 1583 3167Flt Permitted 1.00 0.95 1.00 0.33 1.00 0.18 1.00Satd. Flow (perm) 4521 1583 4518 544 3138 303 3167Volume (vph) 0 1812 81 26 2889 142 262 933 60 62 453 0Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Adj. Flow (vph) 0 1907 85 27 3041 149 276 982 63 65 477 0RTOR Reduction (vph) 0 5 0 0 5 0 0 5 0 0 0 0Lane Group Flow (vph) 0 1987 0 27 3185 0 276 1040 0 65 477 0Turn Type Prot Perm PermProtected Phases 2! 5! 6 7 7Permitted Phases 7 7Actuated Green, G (s) 33.7 4.8 33.2 22.0 22.0 22.0 22.0Effective Green, g (s) 33.2 4.8 33.2 22.0 22.0 22.0 22.0Actuated g/C Ratio 0.37 0.05 0.37 0.24 0.24 0.24 0.24Clearance Time (s) 3.5 4.0 4.0 4.0 4.0 4.0 4.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1668 84 1667 133 767 74 774v/s Ratio Prot 0.44 c0.02 c0.70 0.33 0.15v/s Ratio Perm c0.51 0.21v/c Ratio 1.19 0.32 1.91 2.08 1.36 0.88 0.62Uniform Delay, d1 28.4 41.0 28.4 34.0 34.0 32.7 30.2Progression Factor 0.28 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 86.6 2.2 412.0 508.7 168.5 74.4 3.7Delay (s) 94.7 43.2 440.4 542.7 202.5 107.1 33.9Level of Service F D F F F F CApproach Delay (s) 94.7 437.1 273.6 42.7Approach LOS F F F D

Intersection SummaryHCM Average Control Delay 279.9 HCM Level of Service FHCM Volume to Capacity ratio 1.84Actuated Cycle Length (s) 90.0 Sum of lost time (s) 30.0Intersection Capacity Utilization 111.0% ICU Level of Service HAnalysis Period (min) 15! Phase conflict between lane groups.c

HCM Signalized Intersection Capacity Analysis 2/23/2010 18...

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