RDA Reso 2000-004 - Laserfiche WebLink

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~~ LOS Software by TJKM Transportation Consultants Condition: am peak hour; Existing+Project+Future Growth 10/26/99 INTERSECTION 7 Douglas/Pierce/Davis Street City of San Leandro Count Date Time Peak Nour AM PEAK ------------------------------------------------------------------------ 85 HCM Operations ACTUATED,NON-CBD 72 27 87 80-SEC CYCLE I I I 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 40 4 0.0 3 NS-LTR 25 3 0.0 1384 ---> 2.1 ,(N0. OF LANES) 2.1<--- 735 65 --- 1.1 1.1 1.1 1.1 1.0 --- 70 v I v N W + E 21 5 48 S RTOR CNFL PED W/ MIN PRK Y. BUS %HVY ARR PEAK HOUR SAT APP VPH PEDS PHASE GRN 1NG 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 OIDELAY GROUP (FT.) VOL VOL FLOW V/S 12345678 G/C CAPAC V/C DELAY S & LOS NB L 12.0 216 3 30.3 T 12.0 35 3 p R 12.0 48 3 -:-LTR 12.0 299 332 1056 0.315 3 0.350 370 0.899* 30.3 D SB L 12.0 87 3 13.2 T 12.0 27 3 B R 12.0 72 80 1599 0.050 3 0.350 560 0.143 11.5 8 LT 12.0 114 127 739 0.171 3 0.350 259 0.490 14.2 B EB L 12.0 40 44 1787 0.025 1 0.100 179 0.249 25.4 D 11.6 T 12.0 1384 2 B R 12.0 65 2 TR 12.0 1449 1690 3737 0.452 2 0.550 2055 0.822* 11.3 B ------------------------------------------------------------------- +----- WB L t2.0 70 78 1787 0.044 1 0.100 179 0.435* 26.8 D 8.6 T 12.0 735 2 B R 12.0 4 2 TR 12.0 739 862 3759 0.229 2 0.550 2067 0.417 6.9 B *=CRITICAL LANE GROUP - ------ DELAY_-12 9-SEC/VEH- V/G -0.81 LOS-6 -----------------------------------------------------------=------------- INT=APROJ.INT,VOL=PROJ.AMV,CAP=...LOSCAP.TAB LOS Software by TJKM Transportation Consultants ________________________________________________________________________ Condition: pm peak hour; Existing+Project+Future Growth 10/26/99 -- ------------------------------------=-------------------------------- INTERSECTION 7 Douglas/Pierce/Davis Street City of San Leandro Count Date Time Peak Nour AM PEAK ------------------------------------------------------------------------ 85 HCM Operations ACTUATED,NON-CBD 22 16 93 80-SEC CYCLE PHASE--- 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 54 4 0.0 3 NS-LTR 7 3 0.0 1575 ---> 2.1 (N0. OF LANES) 2.1<--- 1152 10 --- 1.1 1.1 1.1 1.1 1.0 --- 67 N W+ E v 4 I7 (38 v S RTOR CNFL PED W/ MIN PRK % 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 & LOS NB L 12.0 45 3 36.1 T 12.0 7 3 p R 12.0 38 3 LTR 12.0 90 100 1029.0.097 3 0.125 129 0.777* 36.1 D SB L 12.0 93 3 25.5 T 12.0 16 3 p R 12.0 22 24 1599 0.015 3 0.125 200 0.122 20.1 C LT 12.0 109 121 1458 0.083 3 0.125 182 0.665 26.6 D EB L 12.0 184 204 1787 0.114 1 0.150 268 0.763* 33.0 D 7.3 T 12.0 1575 2 g R 12.0 10 2 . TR 12.0 1585 1849 3758 0.492 2 0..725 2725 0.679* 4.3 A WB L 12.0 67 74 1787 0.042 1 0.150 268 0.278 23.1 C 4.4 T 12.0 1152 2 A R 12.0 127 2 TR 12.0 1279 1492 3706 0.403 2 0.725 2687 0.555 3.4 A _________________________________________________________________________ *=CRITICAL LANE GROUP DELAY= 7.6 SEC/VEH V/C =0.70 LOS=6 _________________________________________________________________________ INT=PPROJ.INT,VOL=PROJ.PMV,CAP=...LOSCAP.TAB • C~