RDA Reso 2000-004 - Laserfiche WebLink

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1~ E~ LOS Software by TJKM Transportation Consultants ------------------------------------------------------------------------ Condition: am peak hour; Existing+Project+Future Growth 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 I " MAJ ST SAT FLOW: Th= 1900, Rt= 1650 71 --- 1.0 1.1 1.1 1.1 1.1 --- 50 CRITICAL GAP ADJUST -------------------- 608 ---> 2.1 (N0. OF LANES) 2.2<--- 1101 LEFT THRU RIGHT NB 0.0 0.0 0.0 29 --- 1.1 1.1 1.1 1.1 1.1 --- 33 SB 0.0 0.0 0.0 <--- ---> ~ EB 0.0 --- --- v ~ I I v W~ 0.0 --• --- N W + E 0 10 SIGNAL WARRANTS: g Urb=N, Rur=N ACCEL Y. X 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 POT ACT MVMT MVT APP APP MOVEMENT VOL VOL GAP VOL CAP CAP DELAY LOS I DELAY LOS NB L 6 7 7.0 2031 53 35 50.5 F T 0 0 6.5 2086 66 39 R 10 12 5.5 354 916 916 LTR 16 19 50.5 F SB L 10 12 7.0 2042 52 35 74.4 F T 0 0 6.5 2074 67 39 R 12 15 5.5 639 657 657 LTR 22 27 74.4 F EB L 71 87 5.5 1279 353 353 13.5 C 1.4 A T 608 743 R 29 35 TR 637 778 0.0 A WB L 33 40 5.5 708 715 715 475.9 F T 1101 1346 R 50 61 LTR 1184 1447 475.9 F - --------- ________________________________________________________________ INT TOTAL: 293.7 F MINOR MOVEMENTS: (134.6) (F) ----=-------------------------------------------------------------------- INT=FUTAM.INT,VOL=EXIST.AMV+pROJ.AMV+FUTURE.AMV,CAP=...LOSCAP.TAB LOS Software by TJKM Transportation Consultants ________________________________________________________________________ Condition: pm peak hour; Existing+Project+Future Growth 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 -------------------- 1158 ---> 2.1 (N0. OF LANES) 2.2<--- 883 LEFT THRU RIGHT NB 0.0 0.0 0.0 20 --- 1.1 1.1 1.1 1.1 1.1 --- b 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 X X 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 POT ACT MVMT MVT APP APP MOVEMENT VOL VOL GAP VOL CAP CAP DELAY LOS I DELAY LOS NB L 6 7 7.0 2306 36 30 65.8 F T 1 1 6.5 2322 48 43 R 11 13 5.5 654 645 645 LTR 18 21 65.8 F SB L 46 56 7.0 - 2303 36 32 520.6 F T 0 0 6.5 2325 48 43 R 68 83 5.5 499 774 774 LTR 114 139 520.6 F EB L 18 22 5.5 .998 499 499 7.5 B 0.1 A T 1158 1415 R 20 24 TR 1178 1439 0.0 A WB L 6 7 5.5 1309 340 340 999+ F T 883 1079 R 15 18 LTR 904 1104 999+ F - - - - - - --------- ______________________________________________ _ _ ____ _ __ ___ INT TOTAL: 447.2 F MINOR MOVEMENTS: (428.8) (F) ------------------------------------------------------------------------- 1NT=FUTPM.INT,VOL=EXIST.PMV+pROJ.PMV+FUTURE.PMV,CAP=...LOSCAP.TAB •