RDA Reso 2000-004 - Laserfiche WebLink

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~. LOS Software by TJKM Transportation Consultants Condition: am peak hour; Existing+Project Conditions 10/25/99 INTERSECTION 3 Carpentier/Davis Street City of San Leandro Count Date Time Peak Hour AM PEAK ------------------------------------------------------------------------ 94 HCM Unsignal N/S CONTROL: STOP 12 0 10 E/W CONTROL: NONE ^ ( I I ^ MAJ ST SAT FLOW: Th= 1900, Rt= 1650 71 --- 1.0 1.1 1.1 1.1 1.1 --- 50 CRITICAL GAP ADJUST -------------------- 534 ---> 2.1 (N0. OF LANES) 2.2<--- 1071' LEFT THRU RGHT NB 0.0 0.0 0.0 26 --- 1.1 1.1 1.1 1.1 1.1 --- 33 SB 0.0 0.0 0.0 ~ <--- ---> ~ f6 0.0 --- --- v I I v WB 0.0 --- --- N W + E 0 10 SIGNAL WARRANTS: S Urb=N, Rur=N ---ACCEL----------------~ -------z ---------PEAK HOUR------------------- LANE X COMBO MOTOR -----FACTOR----- FOR LT SU/RV VEH CYCLE LEFT THRU RGHT ------------------------------------------------------------------------ N 0 0 0 0.90 0.90 0.90 N 0 0 0 0.90 0.90 0.90 - 0 0 0 0.90 0:90 0.90 - 0 0 0 0.90 0.90 0.90 _________________________________________________________ ORIG ADJ ADJ CONFL PO? ACT MVMT MVT I APP APP MOVEMENT VOL VOL GAP VOL CAP CAP DELAY LOS DELAY LOS NB L 3 4 7.0 1913 63 44 26.1 D T 0 0 6.5 1969 77 48 R 10 12 5.5 311 963 963 LTR 13 16 26.1 D SB L 10 12 7.0 1927 62 43 56.1 F T 0 0 6.5 1956 78 49 R 12 t5 5.5 623 670 670 LTR 22 27 56.1 F EB L 71 87 5.5 1246 368 368 92.8 C 1.4 A T 534 653 R 26 32 TR 560 685 0.0 A WB L 33 40 5.5 622 794 794 363.3 F T 1071 1309 R 50 61 LTR 1154 1410 363.3 F ------------------------------------------------------------------------- ------------------------------------------------------------------------- INT TOTAL: 231.7 F MINOR MOVEMENTS: (104.1) (F) INT=PROJAM.INT,VOL=EXIST.AMV+PROJ.AMV,CAP=...LOSCAP.TAB LOS Software by TJKM Transportation Consultants ------------------------------------------------------------------------ ------------------------------------------------------------------------ Condition: pm peak hour; Existing+Project Conditions 10/25/99 INTERSECTION 3 Carpentier/Davis Street City of San Leandro Count Date Time Peak Hour PM PEAK 94 HCM Unsignal N/S CONTROL: STOP 68 0 46 E/W CONTROL: NONE MAJ ST SAT FLOW: ^ Th= 1900, Rt= 1650 <--- v ---> ~. 18 --- 1.0 1.1 1.1 1.1 1.1 --- 15 CRITICAL GAP ADJUST -------------------- 1102 ---> 2.1 (N0. OF LANES) 2.2<--- 795 LEFT THRU RIGHT NB 0.0 0.0 0.0 15 --- 1.1 1.1 1.1 1.1 1.1 --- 6 SB 0.0 0.0 0.0 ~ <--- ---> ~ EB 0.0 --- --- v I I v WB 0.0 --- --- N W + E 1 11 SIGNAL WARRANTS: S Urb=Y, Rur=Y ------------------------------------------------------------------------ ACCEL y X PEAK HOUR LANE Y. COMBO MOTOR -----FACTOR----- FOR LT SU/RV VEH CYCLE LEFT THRU RGHT ------------------------------------------------------------------------ N 0 0 0 0.90 0.90 0.90 N 0 0 0 0.90 0.90 0.90 - 0 0 0 0.90 0.90 0.90 - 0 0 0 0.90 0.90 0.90 --------- ------------------------------------------------------------- ORIG ADJ ADJ CONFL POT ACT MVMT MVT I APP APP MOVEMENT VOL VOL GAP VOL CAP CAP' DELAY LOS DELAY LOS NB L 2 2 7.0 2143 45 38 22.2 D T 1 1 6.5 2159 59 55 R 11 13 5.5 621 671 671 LTR 14 16 22.2 D SB L 46 56. -7.0 2143 45 41 332.1 F T 0 0 6.5 2159 59 55 R 68 83 5.5 450 819 819 LTR 114 139 332.1 F EB L 18 22 5.5 900 564 564 6.6 B 0.1 A T 1102 1347 R 15 18 TR 1117 1365 0.0 A WB L 6 7 5.5 1241 370 370 788.6 F T 795 972 R 15 18 LTR 816 997 788.6 F ------------------------------------------------------------------------- INT TOTAL: 327.9 F MINOR MOVEMENTS: (283.1) (F) ------------------------------------------------------------------------- INT=PROJPM.INT,VOL=EXIST.PMV+PROJ.PMV,CAP=...LOSCAP.TAB r ~ L J u