RDA Reso 2000-004 - Laserfiche WebLink

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••P~6~ 6~ LOS Software by TJKM Transportation Consultants• ------------------------------------------------------------------------ ------------------------------------------------------------------------ Condition: am peak hour; Existing Conditions 10/26/99 ------------------------------------------------------------------------ ------------------------------------------------------------------------ iNTERSECTION 7 Douglas/Pierce/Davis Street City of San Leandro Count Date 10/13/99 Time Peak Hour AM PEAK ------------------------------------------------------------------------ 85 HCM Operations ACTUATED,NON-CBD 72 27 87 80-SEC CYCLE PHASE GRN Y+R LOST ~ <--- v ---> ~ 1 EW-L 5 3 0.0 40 --- 1.0 1.0 1.1 1.1 1.1 --- 4 2 EW-TR 38 4 0.0 3 NS-LTR 27 3 0.0 1213 ---> 2.1 (N0. OF LANES) 2.1<--- 628 65 --- 1.1 1.1 1.1 1.1 1.0 --- 70 v v N W + E 21 5 48 S ---- -------------------------------------------------------------------- RTOR CNFL PED W/ MIN PRK Y. 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 W[DTH ADJ SAT ORDER GROUP 0 DELAY GROUP (FT.) VOL VOL FLOW V/S 12345678 G/C CAPAC V/C DELAY S & LOS NB L 12.0 216 3 22.0 T 12.0 35 3 C R 12.0 48 3 LTR 12.0 299 332 1080 0.308 3 0.375 405 0.820* 22.0 C SB L 12.0 87 3 11.8 T 12.0 27 3 B R 12.0 72 80 1599 0.050 3 0.375 600 0.133 10.6 B LT 12.0 114 127 800 0.158 3 0.375 300 0.422 12.5 B EB L 12.0 40 44 1787 0.025 1 0.100 179 0.249 25.4 D 11.2 T 12.0 1'213 2 B R 12.0 65 2 .TR 12.0 1278 1491 3733 0.399 2 0.525 1960 0.761* 10.8 B WB L 12.0 70 78 1787 0.044 1 0.100 179 0.435* 26.8 D 9.3 T 12.0 628 2 B R 12.0 4 2 TR 12.0 632 737 3758 0.196 2 0.525 1973 0.374 7.3 B *=CRITICAL LANE GROUP DELAY- 12.0 SEC/VEH V~/C -0.75 LOS-B ------------------------------------------------------------------------- INT=(EXAM.INT,VOL=EXIST.AMV,CAP=...LOSCAP.TAB LOS Software by TJKM Transportation Consultants ------------------------------------------------------------------------ ------------------------------------------------------------------------ Condition: pm peak hour; Existing Conditions 10/26/99 ------------------------------------------------------------------------ ------------------------------------------------------------------------ INTERSECTION 7 Douglas/Pierce/Davis Street City of San Leandro Count Date 10/13/99 Time Peak Hour AM PEAK ------------------------------------------------------------------------ 85 HCM Operations ACTUATED,NON-CBD 22 16 93 80-SEC CYCLE PNASE GRN Y+R LOST <--- v ---> ~ 1 EW-L 9 3 0.0 184'--- 1.0 1.0 1.1 1.1 1.1 --- 127 2 EW-TR 53 4 0.0 3 NS-LTR 8 3 0.0 1446 ---> 2.1 (N0. OF LANES) 2.1<--- 966 10 --- 1.1 1.1 1.1 1.1 1.0 --- 67 N V <---I I I -> v W + E 45 7 38 S - - - - ------------------------------------------------------- RTOR CNFL PED W/ MIN PRK X BUS %HVY ARR PEAK HOUR SAT APP VPH PEDS PHASE GRN !NG 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 45 3 28.1 T 12.0 7 3 D R 12.0 38 3 LTR 12.0 90 100 1067 0.094 3 0.138 147 0.682* 28.1 D SB L 12.0 93 3 23.2 T 12.0 16 3 C R 12.0 22 24 1599 0.015 3 b. 138 220 0.111 19.5 C LT 12.0 109 121 1464 0.083 3 0.138 201 0.602 23.9 C EB L 12.0 184 204 1787 0.114 1 0.150 268 0.763* 33.0 D 7.4 T 12.0 1446 2 B R 12.0 10 2 TR 12.0 1456 1699 3758 0.452 2 0.713 2678 0.634* 4.2 A WB L 12.0 67 74 1787 0.042 1 0.150 268 0.278 23.1 C 4.5 T 12.0 966 2 A R 12.0 127 2 TR 12.0 1093 1275 3696 0.345 2 0.713 2633 0.484 3.4 A _________________________________________________________________________ *=CRITICAL LANE GROUP DELAY= 7.b SEC/VEH V/C =0.66 LOS=6 _________________________________________________________________________ INT=IEXPM.INT,VOL=EX3ST.PMV,CAP=...LOSCAP.TAB s