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~: LOS Software by TJKM Transportation Consultants ' Condition: am peak hour; Existing Conditions 10/26/99 ---------------------------- =------------------------------------------ INTERSECTION 5 Alvarado Street/Davis Street City of San Leandro Count Date 03/18/97 Time Peak Hour AM PEAK 85 HCM. Operations ACTUATED,NON-CBD 11 17 19 80-SEC CYCLE 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 1056 ---> 2.1 (N0. Of LANES) 2.1<--- 1224 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 % 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 AOJ SAT ORDER GROUP 0 DELAY GROUP (FT.) VOL VOL FLOW V/S 12345678 G/C CAPAC. V/C DELAY S 8 LOS --- ------------------------------------------------ NB l 12.0 117 130 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 CI 22.1 T 12.0 17 19 1881 0.010 3 0.113 212 0.089 20.6 C 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 3.4 T 12.0 1056 2 A R 12.0 128 2 -TR 12.0 1184 1381 3701 0.373 2 0.775 2868 0.482 2.2 A WB L 12.0 131 146 1787 0.081 1 0.113 201 0.724* 34.2 D 5.2 T 12.0 1224 2 B R 12.0 98 2 TR 12.0 1322 1542 3720 0.415 2 0.775 2883 0.535* 2.4 A _________________________________________________________ _______ *=CRITICAL LANE GROUP DELAY= 6.3 SEC/VEH V/C =0.57 LOS=6 --------------------------------------------------- INT=1EXAM.INT,VOL=EXIST.AMV,CAP=...L05CAP.TAB LOS Software by TJKM Transportation Consultants Condition: pm peak hour; Existing Conditions 10/26/99 ---------------------------------------------------------- -- --- ---- - INTERSECTION 5 Alvarado Street/Davis Street City of San Leandro Count Date 10/8/99 Time Peak Nour 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 1488 ---> 2.1 (N0. OF LANES) 2.1<--- 1109 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 % BUS %HVY ARR PEAK HOUR SAT APP VPH PEDS PHASE GRN ING. GRA STP VEH TYP FACTOR FLOW ------------------------------------------------------------------------- 12345678 LT TH RT LEFT jHRU 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 D) 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 DI 21.8 T 12.0 30 33 1881 0.018 3 0.188 353 0.095 17.4 C 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 0.017 1 0.100 179 0.168 25.1 D 5.0 T 12.0 1488 2 A R 12.0 74 2 TR 12.0 1562 1822 3735 0.488 2 0.713 2661 0.685* 4.6 A WB L 12.0 59 bb 1787 0.037 1 0.100 179 0.367* 26.2 D 4.5 T 12.0 1109 2 A R 12.0 14 2' TR 12.0 1123 1310 3755 0.349 2 0.713 2675 0.490 3.4 A ------------------------------------------------------------------------- *=CRITICAL LANE GROUP DELAY- 7.7 SEC/VEH V/C -0.65 LOS-B ------------------------------------------------------------------------- INT=IEXPM.INT,VOL=EXIST.PMV,CAP=...LOSCAP.TAB i •