Laserfiche WebLink
P~ <br />A~ <br />~a+w <br />LOS Software by TJKM Transportation Consultants <br />________________________________________________________________________ <br />Condition: am peak hour; Existing+Project+Future Growth 10/22/99 <br />INTERSECTION 1 East 14th Street/Callan Avenue City of San Leandro <br />Count Date Time Peak Hour AM PEAK <br />85 HCM Operations ACTUATED,NON-CBD <br />66 393 72 65-SEC CYCLE <br />^ I I I PHASE--- GRN Y+R LOST <br /><--- v ---> ~ 1 W-LTR 5 4 0.0 <br />83 --- 1.0 1.1 2.1 1.0 1.1 --- 76 2 EW-TR 13 4 0.0 <br />3 E-LTR 5 4 0.0 <br />401 ---> 2.1 (N0. OF LANES) 2.1<--- 680 4 NS-LTR 26 4 0.0 <br />159 --- 1.1 1.0 2.1 1.1 1.0 --- 53 <br />N I I <br />W + E v 279 331 70 v <br />S <br />------------------------------------------------------------------------- <br />RTOR CNFL PED W/ MIN PRK Y. BUS %HVY ARR PEAK HOUR SAT <br />APP VPH PEDS PHASE GRN ING GRA STP ' VEH TYP FACTOR FLOW <br />------------------------------------------------=------------------------ <br />12345678 LT TH RT LEFT THRU RGHT <br />NB 0 0 0 N 0.0 0 2 2 2 3 0.90 0.90 0.90 1900 <br />SB 0 0 0 N 0.0 0 2 2 2 3 0.90 0.90 0.90 1900 <br />EB 0 0 0 N 0.0 0 2 2 2 3 0.90 0.90 0.90 1900 <br />WB 0 0 0 N 0.0 0 2 2 2 •3 0.90 0.90 0.90 1900 <br />----------------------------------------------------- --------------- <br />---------------------------------------------------------- <br />LANE ADJ PHASE LANE L APRCH <br />LANE WIDTH ADJ SAT ORDER GROUP 0 DELAY <br />GROUP (FT.) VOL VOL FLOW V/S 12345678 G/C CAPAC V/C DELAY S & LOS <br />NB L 12.0 279 310 1002 0.309 4 0.462 462 0.670* 13.0 B 9.4 <br />T 12.0 331 4 B <br />R 12.0 70 4 <br />TR 12.0 401 468 3663 0.128 4 0.462 1691 0.277 7.0 B <br />SB L 12.0 72 80 1084 0.074 4 0.462 500 0.160 7.7 B 7.2 <br />T 12.0 393 4 B <br />R 12.0 66 4 <br />TR 12.0 459 536 3681 0.145 4 0.462 1699 0.315 7.2 B <br />EB L 12.0 83 92 1787 0.052 3 0.138 247 0.373* 19.8 C 10.7 <br />T 12.0 401 23 B <br />R 12.0 159 23 <br />TR 12.0 560 653 3602 0.181 23 0.400 1441 0.453 9.4 B <br />WB L .12.0 53 59 1787 0.033 1 0.138 247 0.238 19.1 C 10.9 <br />T 12.0 680 12 B <br />R 12.0 T6 12 <br />TR 12.0 756 882 3705 0.238 12 0.400 1482 0.595* 10.3 B <br />_________________________________________________________________________ <br />*=CRITICAL LANE GROUP DELAY= 9.8 SEC/VEH V/C =0.60 lOS=6 <br />INT=FUTAM.INT,VOL=EXIST.AMV+PROJ.AMV+FUTURE.AMV,CAP=...LOSCAP.TAB <br />LOS Software by TJKM Transportation Consultants <br />________________________________________________________________________ <br />Condition: pm peak hour; Existing+Project+Future Growth 10/22/99 <br />INTERSECTION 1 East 14th Street/Callan Avenue City of San Leandro <br />Count Date Time Peak Hour PM PEAK <br />------------------------------------------------------------------------ <br />85 HCM Operations ACTUATED,NON-CBD <br />100 683 92 70-SEC CYCLE <br />^ I I I A PHASE--- GRN Y+R LOST <br />~ <--- v ---> ~ 1 W-LTR 5 4 0.0 <br />144 --- 1.0 1.1 2.1 1.0 1.1 --- 74 2 EW-TR 10 4 0.0 <br />3 E-LTR 6 4 0.0 <br />865 ---> 2.0 (N0. OF LANES) 2.1<--- 492 4 NS-LTR 33 4 0.0 <br />235 --- 1.0 1.0 2.1 1.1 1.0 --- 81 <br /><---I -I--> ~ <br />W N E v 230 768 132 v <br />S <br />RTOR CNFL PEO W/ MIN PRK % BUS %HVY ARR PEAK HOUR SAT <br />APP VPH PEDS PHASE GRN ING GRA STP VEN TYP FACTOR FLOW <br />------------------------------------------------------------------------- <br />12345678 LT TH RT LEFT THRU RGHT <br />NB 0 0 0 N 0.0 0 2 2 2 3 0.90 0.90 0.90 1900 <br />Se 0 0 0 N 0.0 0 2. 2 2 3 0.90 0.90 0.90 1900 <br />EB 0 0 0 N 0.0 0 2 2 2 3 0.90 0.90 0.90 1900 <br />WB 0 0 0 N 0.0 0 2 2 2 3 0.90 0.90 0.90 1900 <br />_________________________________________________________________________ <br />LANE ADJ PHASE LANE L APRCH <br />LANE WIDTH ADJ SAT ORDER GROUP 0 DELAY <br />GROUP (FT.) VOL VOL FLOW V/S 12345678 G/C CAPAC V/C DELAY S 8 LOS <br />NB L 12.0 230 256 600 0.426 4 0.529' 317 0.806* 19.9 C 9.8 <br />T 12.0 768 4 B <br />R 12.0 132 4 <br />TR' 12.0 900 1050 3679 0.285 4 0.529 1945 0.540 7.2 B <br />SB L 12.0 92 102 478 0.214 4 0.529 253 0.405 8.1 B 6.9 <br />T 12.0 683 4 B <br />R 12.0 100 4 <br />TR 12.0 783 913 3690 0.248 4 0.529 1950 0.468 6.8 B <br />EB L 12.0 144 160 1787 0.090 3 0.143 255 0.627 24.8 CI 15.8 <br />T 12.0 865 1009 3762 0.268 23 0.343 1290 0.782* 15.3 C C <br />R 12.0 235 261 1599 0.163 23 0.343 548 0.476 12.1 8 <br />we L 12.0 81 90 1787 0.050 1 0.129 230 0.392* 21.9 C 13.9 <br />T 12.0 492 12 B <br />R 12.0 74 12 <br />TR 12.0 566 660 3688 0.179 12 0.329 1212 0.545 12.8 B <br />------------------------------------------------------------------------- <br />*=CRITICAL LANE GROUP DELAY= 11.7 SEC/VEH V/C =0.74 LOS=6 <br />------- <br />------------------------------------------------------------------ <br />INT=FUTPM.INT,VOL=EXIST.PMV+PROJ.PMV+FUTURE.PMV,CAP=...LOSCAP.TAB <br />• <br />• <br />