RDA Reso 2000-004 - Laserfiche WebLink

Home

P'~ LOS Software by TJKM Transportation Consultants Condition: am peak hour; Existing + Project 10/20/99 ---------------------------------------------'__________________________ INTERSECTION 5 Alvarado Street/Davis Street City of San Leandro Count Date Time Peak Hour AM PEAK ------------------------------------------------------------------------ 85 HCM Operations ACTUATED,NON-CBD 11 17 19 80-SEC CYCLE ^ ~ I I PHASE GRN Y+R LOST ~ <--- v ---> ~ 1 EW-L 6 3 0.0 67 --- 1.0 1.0 1.0 1.0 1.1 --- 98 2 EW-TR 58 4 0.0 3 NS-LTR 5 4 0.0 1180 ---> 2.1 (N0. OF LANES) 2.1<--- 1241 128 --- 1.1 1.0 1.0 1.0 1.0 --- 131 <--- ---> N W + E v 117 32 I81 v S ------------------------------------------------------------------------- RTOR CNFL PED W/ MIN PRK X BUS XHVY 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 1881 0.069 3 0.113 212 0.614* 29.4 DI 26.0 T 12.0 32 36 1881 0.019 3 0.113 212 0.168 20.8 C D ---R 12.0 81 90 1599 0.056 3 0.113 180 0.500 23.1 C SB L 12.0 19 21 1380 0.015 3 0.113 155 0.136 24.3 C 22.1 T 12.0 17 t9 1881 0.010 3 0.113 212 0.089 20.6 CI C ---R---12.0 11 12 1599 0.008 3 0.113 180 0.068 20.5 C EB L 12.0 67 74 1787 0.042 1 0.113 201 0.370 .25.5 D 3.5 T 12.0 1180 2 A R 12.0 128 2 TR 12.0 1308 1526 3707 0.412 2 0.775 2873 0.531 2.4 A WB L 12.0 131 146 1787 0.081 1 0.113 201 0.724 34.2 D 5.2 T 12.0 1241 2 B R 12.0 98 2 TR 12.0 1339 1562 3721 0.420 2 0.775 2884 0.542* 2.4 A *=CRITICAL LANE GROUP DELAY- 6.2 SEC/VEH V/C -0.57 LOS-B INT=PROJAM.INT,VOL=EXIST.AMV+PROJ.AMV,CAP=...LOSCAP.TAB LOS Software by TJKM Transportation Consultants ________________________________________________________________________ Condition: pm peak hour;Existing + Project 10/20/99 ________________________________________________________________________ INTERSECTION 5 Alvarado Street/Davis Street City of San Leandro Count Date Time Peak Hour PM PEAK 85 HCM Operations ACTUATED,NON-CBD 55 30 95 80-SEC CYCLE PHASE GRN Y+R LOST ~ <--- v ---> ~ 1 EW-L 5 3 0.0 27 --- 1.0 1.0 1.0 1.0 1.1 --- 14 2 EW-TR 53 4 0.0 3 NS-LTR 11 4 0.0 1511 ---> 2.1 (N0. OF LANES) 2.1<--- 1221 74 --- 1.1 1.0 1.0 1.0 1.0 --- 59 ~ <--I- I^ I---> W N E v 156 13 185 v S RTOR CNFL PED W/ MIN PRK Y. BUS YHVY 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 8 LOS NB L 12.0 156 173 1539 0.113 3 0.188 289 0.601 25.1 DI 23.9 T 12.0 13 14 1881 0.008 3 0.188 353 0.041 17.2 C C R 12.0 185 206 1599 0.129 3 0.188 300 0.686* 23.3 C SB L 12.0 95 106 991 0.107 3 0.188 186 0.568 25.4 D 21.8 T 12.0 30 33 1881 0.018 3 0.188 353 0.095 17.4 CI C ---R 12.0 55 61 1599 0.038 3 0.188 300 0.204 17.8 C EB L 12.0 27 30 1787 0.01.7 1 0.100 179 0.168 25.1 0 5.1 T 12.0 1511 2 e R 12.0 74 2 - -TR 12.0 1585 1849 3736 0.495 2 0.713 2662 0.695* 4.7 A WB L 12.0 59 66 1787 0.037 1 0.100 179 0.367* 26.2 D 4.6 T 12.0 1221 2 A R 12.0 14 2 TR 12.0 1235 1441 3756 0.384 2 0.713 2676 0.538 3.6 A *=CRITICAL LANE GROUP DELAY= 7..7 SEC/VEH V/C =0.66 LOS=6 ------------------------------------------------------------------------- INT=PROJPM.INT,VOL=EXIST.PMV+PROJ.PMV,CAP=...LOSCAP.TAB