RDA Reso 2000-004 - Laserfiche WebLink

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~+'a /'~ LOS Software by TJKM Transportation Consultants -------------------------- --- ---------------------------------- ---------------------------------------------- Condition: am peak hour; Existing+Project+Future Growth 10/22/99 INTERSECTION 5 Alvarado Street/Davis Street City of San Leandro Count Date Time Peak Nour AM PEAK 85 HCM Operations ACTUATED,NON-CBD 97 41 100 80-SEC CYCLE PHASE GRN Y+R LOST <--- v ---> ~ 1 EW-L 6 3 0.0 95 --- 1.0 1.0 1.0 1.0 1.1 --- 125 2 EW-TR 55 4 0.0 3 NS-LTR 8 4 0.0 1184 ---> 2.1 (N0. OF LANES) 2.1<--- 1254 128 --- 1.1 1.0 1.0 1.0 1.0 --- 131 N W + E v 117 40 (81 v S ---- -------------------------------------------------------------------- RTOR CNFL PED W/ MIN PRK % BUS %HVY ARR PEAK HOUR SAT APP VPH PEDS PHASE GRN ING GRA STP VEH TYP FACTOR FLOW ------------------------------------------------------------------------- 12345678 LT TH RT LEFT THRU RGHT NB 0 0 0 N 0.0 0 2 2 2 3 0.90 0.90 0.90 1900 SB 0 0 0 N 0.0 0 2 2 2' 3 0.90 0.90 0.90 1900 EB 0 0 0 N 0.0 0 2 2 2 3 0.90 0.90 0.90 1900 WB 0 0 0 N 0.0 0 2 2 2 3 0.90 0.90 0.90 1900 ------------------------------------------------------------------------- ------------------------------------------------------------------------- LANE ADJ PHASE LANE L APRCH LANE WIDTH ADJ SAT ORDER GROUP 0 DELAY GROUP (fT.) VOL VOL FLOW V/S 12345678 G/C CAPAC V/C DELAY S & LOS NB L 12.0 117 130 1242 0.105 3 0.150 186 0.698* 31.8 DI 25.7 T 12.0 40 44 1881 0.024 3 0.150 282 0.158 19.1 C D R 12.0 81 90 1599 0.056 3 0.150 240 0.375 20.2 C SB L 12.0 100 111 1345 0.083 3 0.150 202 0.551 26.4 D 22.9 T 12.0 41 46 1881 0.024 3 0.150 282 0.161 19.2 C C R 12.0 97 108 1599 0.067 3 0.150 240 0.449 20.8 C EB L 12.0 95 106 1787 0.059 1 0.113 201 0.525 27.5 D 4.8 T 12.0 1184 2 A R 12.0 128 2 - TR 12.0 1312 1531 3707 0.413 2 0.738 2734 0.560 3.2 A WB L 12.0 131 146 1787 0.081 1 0.113 201 0.724* 34.2 D 6.0 T 12.0 1254 2 6 R 12.0 125 2 TR 12.0 1379 1609 3711 0.434 2 0.738 2737 0.588* 3.4 A *=CRITICAL LANE GROUP DELAY= 8.1 SEC/VEH V/C =0.62 LOS=B INT=FUTAM.INT,VOL=EXIST.AMV+PROJ.AMV+FUTURE.AMV,CAP=...LOSCAP.TAB LOS Software by TJKM Transportation Consultants ------------------------------------------------------------------------ Condition: pm peak hour; Existing+Project+Future Growth 10/22/99 INTERSECTION 5 Alvarado Street/Davis Street City of San Leandro Count Date Time Peak Hour PM PEAK 85 HCM Operations ~ ACTUATED,NON-CBD 110 45 147 80-SEC CYCLE PHASE--- GRN Y+R LOST 125 --- 1.0 1.0 1.0 1.0 1.1 --- 107 2 EW-TR 50 4 0.0 3 NS-LTR 14 4 0.0 1526 ---> 2.1 (N0. OF LANES) 2.1<--- 1228 74 --- 1.1 1.0 1.0 1.0 1.0 --- 59 ~ <---I I^ -I--> ~ W N E v 156 40 185 v S RTOR CNFL PED W/ MIN PRK % BUS Y.HVY ARR PEAK HOUR SAT APP VPH PEDS PHASE GRN ING GRA STP VEH TYP FACTOR FLOW 12345678 LT TH RT LEFT THRU RGHT NB 0 0 0 N 0.0 0 2 2 2 3 0.90 0.90 0.90 1900 SB 0 0 0 N 0.0 0 2 2 2 3 0.90 0.90 0.90 1900 EB 0 0 0 N -0.0 0 2 2 2 3 0.90 0.90 0.90 1900 WB 0 0 0 N 0.0 0 2 2 2 3 0.90 0.90 0.90 1900 LANE ADJ PHASE LANE L APRCH LANE WIDTH ADJ SAT ORDER GROUP 0 DELAY GROUP (FT.) VOL VOL FLOW V/S 12345678 G/C CAPAC V/C DELAY S & LOS NB L 12.0 156 173 1233 0.141 3 0.225 277 0.625 24.3 C 20.9 T 12.0 40 44 1881 0.024 3 0.225 423 0.105 15.9 CI C R 12.0 185 206 1599 0.129 3 0.225 360 0.571 19.2 C SB L 12.0 147 163 952 0.172 3 0.225 214 0.763* 32.0 D 24.2 T 12.0 45 50 1881 0.027 3 0.225 423 0.118 15.9 CI C R 12.0 110 122 1599 0.076 3 0.225 360 0.340 17.0 C EB L 12.0 125 139 1787 0.078 1 0.100 179 0.777* 39.5 D 8.6 T 12.0 1526 2 B R 12.0 74 2 ---TR 12.0 1600 1867 3736 0.500 2 0.675 2522 0.740* 6.2 B WB L 12.0 59 66 1787 0.037 1 0.100 179 0.367 26.2 D 5.9 T 12.0 1228 2 B R 12.0 107 2 TR 12.0 1335 1558 37170.419 2 0.675 2509 0.621 5.0 A *=CRITICAL LANE GROUP DELAY- 10.1 SEC/VEH V/C -0.75 LOS-B ------------------------------------------------------------------------- INT=FUTPM.INT,VOL=EXIST.PMV+PROJ.PMV+FUTURE.PMV,CAP=...LOSCAP.TAB •