RDA Reso 2000-004 - Laserfiche WebLink

Home

LOS Software by TJKM Transportation Consultants Condition: am peak hour; Existing Conditions 10/26/99 INTERSECTION 3 Carpentier/Davis Street City of San Leandro Count Date 10/7/99 Time Peak Hour AM PEAK ------------------------------------------------------------------------ 94 HCM Unsignal N/S CONTROL: STOP 3 0 3 E/W CONTROL: NONE MAThST1900,FR~~1650 3 --- 1.0 1.1 1.1 1.1 1.1 --- 1 CRITICAL GAP ADJUST -------------------- 527 ---> 2.1 (N0. OF LANES) 2.2<--- 1022 LEFT THRU RIGHT 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 v I I v WB 0.0 --- --- N W + E 0 10 SIGNAL WARRANTS: S Urb=N, Rur=N ------------------------------------------------------------------------ ACCEL % % PEAK HOUR LANE % 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 DELAY LOS NB L 3 4 7.0 1776 78 68 17.3 C T 0 0 6.5 1777 100 84 • R 10 12 5.5 307 968 968 LTR 13 16 17.3 C SB L 3 4 7.0 1762 79 69 30.6 E T 0 0 6.5 1791 98 83 R 3 4 5.5 568 713 713 LTR 6 8 30.6 E EB L 3 4 5.5 1137 421 421 8.6 B 0.1 A T 527 644 R 26 32 TR 553 676 0.0 A WB L 33 40 5.5 614 802 802 289.6 F T 1022 1249 R 1 1 LTR 1056 1290 289.6 F ------------------------------------------------------------------------- INT TOTAL: 187.8 F MINOR MOVEMENTS: (181.7) (F) ------------------------------------------------------------------------- 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 3 Carpentier/Davis Street City of San Leandro Count Date Time Peak Hour PM PEAK 94 HCM Unsignal N/S CONTROL: STOP 7 0 1 E/W CONTROL: NONE MATh=T1900,FR~~1650 ~ <--- v I--> ~ 6 --- 1.0 1.1 1.1 1.1 1.1 --- 1057 ---> 2.1 (N0. OF LANES) 2.2<--- 786 15 --- 1.1 1.1 1.1 1.1 1.1 --- CRITICAL GAP ADJUST LEFT THRU RIGHT NB 0.0 0.0 0.0 SB 0.0 0.0 0.0 EB 0.0 --- --- WB 0.0 --- --- N W + E 1 11 SIGNAL WARRANTS: S Urb=N, Rur=N ------------------------------------------=----------------------------- ------------------------------------------------------------------------ ACCEL X % PEAK HOUR LANE % 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 2069 50 48 18.6 C T 1 1 6.5 2076 67 63 R 11 13 5.5 596 691 691 LTR 14 16 18.6 C SB L 1 1 7.0 2065 51 47 11.9 C T 0 0 6.5 2081 66 63 R 7 9 5.5 440 .829 829 LTR 8 10 11.9 C EB L 6 7 5.5 880 578 578 6.3 B 0.0 A T 1057 1292 R 15 18 TR 1072 1310 0.0 A We L 6 7 5.5 1191 393 •393 689.9 F T 786 961 R 6 7 LTR 798 975 689.9 F ------------------------------------- - - - ----------------- INT TOTAL: 290.3 F MINOR MOVEMENTS: (133.3) (F) -----------------------------------------------=------------------------- ------------------------------------------------------------------------- INT=IEXPM.INT,VOL=EXIST.PMV,CAP=...LOSCAP.TA6