RDA Reso 2000-004 - Laserfiche WebLink

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.,,r 4 y LOS Software by TJKM Transportation Consultants ________________________________________________________________________ Condition: am peak hour; Existing Conditions 10/26/99 ------------------------------------------------------------------------ INTERSECTION 1 East 14th Street/Callan Avenue City of San Leandro Count Date 10/12/99 Time Peak Hour AM PEAK 85 HCM Operations ACTUATED,NON-CBD 49 393 72 65-SEC CYCLE PHASE GRN Y+R LOST <--- v ---> ~ 1 W-LTR 5 4 0.0 70 --- 1.0 1.1 2.1 1.0 1.1 --- 76 2 EW-TR 12 4 0.0 3 E-LTR 5 4 0.0 331 ---> 2.1 (NO. OF LANES) 2.1<--- 580 4 NS-LTR 27 4 0.0 151 --- 1.1 1.0 2.1 1.1 1.0 --- 53 v v N W + E 26 3 1 70 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 TNRU 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 12.0 264 293 1028 0.285 4 0.477 490 0.598* 10.9 B 8.3 T 12.0 331 4 B R 12.0 70 4 TR 12.0 401 468 3663 0.128 4 0.477 1747 0.268 6.6 B SB L 12.0 72 80 1086 0.074 4 0.477 518 0.154 7.3 B 6.8 T 12.0 393 4 B R 12.0 49 4 TR 12.0 442 516 3699 0-.139 4 0.477 1764 0.292 6.7 B EB L 12.0 70 78 1787 0.044 3 0.138 247 0.314* 19.4 C 10.8 T 12.0 331 23 B R 12.0 151 23 iR 12.0 482 562 3585 0.157 23 0.385 1379 0.408 9.5 B WB L 12.0 53 59 1787 0.033 1 0.138 247 0.238 19.1 C 11.0 T 12.0 580 12 B R 12.0 76 12 TR 12.G 656 765 3697 0.207 12 0.385 1422 0.538* 10.3 B ----------------==----------------- - ----------------------------------- *=CRITICAL LANE GROUP DELAY= 9.3 SEC/VEH V/C =0.54 LOS=B ----=---=---------------------------------------------------------------- INT=IEXAM.INT,VOL=EXIST.AMV,CAP=...LOSCAP:TA6 LOS Software by TJKM Transportation Consultants ________________________________________________________________________ Condition: pm peak hour; Existing Conditions 10/26/99 -=--------------------------------------------------------------- INTERSECTION 1 East 14th Street/Callan Avenue City of San Leandro Count Date 10/12/99 Time Peak Hour PM PEAK ------------------------------------------------------------------------ 85 HCM Operations ACTUATED,NON-CBD 84 683 92 70-SEC CYCLE PHASE GRN Y+R LOST -------- - --- ---- ~ <--- v ---> ~ 1 W-LTR 5 4 0.0 124 --- 1.0 1.1 2.1 1.0 1.1 --- 74 2 EW-TR 10 4 0.0 3 E-LTR 5 4 0.0 753 ---> 2..0 (N0. OF LANES) 2.1<--- 408 4 NS-LTR 34 4 0.0 219 --- 1.0 1.0 2.1 1.1 1.0 --- 81 N W+E v 22 78 32 v S --- --------------------------------------------------------------------- RTOR CNFL PED W/ MIN PRK Y. BUS %HVY ARR PEAK HOUR SAT APP VPH PEDS PHASE GRN ING GRA STP VEH TYP FACTOR FLOW 1234567$ 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 12.0 220 244 621 0.394 4 0.543 337 0.725* 14.3 B 8.3 T 12.0 768 4 B R 12.0 132 4 TR 12.0 900 1050 3679 0.285 4 0.543 1997 0.526 6.8 8 SB L 12.0 92 102 481 0.213 4 0.543 261 0.391 7.6 B 6.5 T 12.0 683 4 B R 12.0 84 4 TR 12.0 767 895 3700 0.242 4 0.543 2009 0.446 6.3 B EB L 12.0 124 138 1787 0.077 3 0.129 230 0.600 24.9 CI 15.2 T 12.0 753 879 3762 0.234 23 0.329 1236 0.711* 14.4 B C R 12.0 219 243 1599 0.152 23 0.329 525 0.463 12.4 B WB L 12.0 81 90 1787 0.050 1 0.129 230 0.392 21.9 C 13.6 T 12.0 408 12 B R 12.0 74 12 TR 12.0 482 562 3675 0.153 12 0.329 1208 0.466 12.2 B *=CRITICAL LANE GROUP DELAY- 10.8 SEC/VEH V/C -0.68 lOS-B ----------------------------------------- 1NT=IEXPM.INT,VOL=EXIST.PMV,CAP=...LOSCAP.TA6 CJ LJ