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r ~~ <br />LOS Software by TJKM Transportation Consultants <br />=====va=ae___________________________°_____=___________________________ <br />Condition: am peak hour; Existing + Project 10/20/99 <br />------------------------------------------------------------------------ <br />INTERSECTION 1 East 14th Street/Callan Avenue City of San Leandro <br />Count Date Time Peak Hour AM PEAK <br />------------------------------------------------------------------------ <br />85 HCM Operations ACTUATED,NON-CBD <br />61 393 72 65-SEC CYCLE <br />PHASE GRN Y+R LOST <br /><--- v ---> ~ 1 W-LTR 5 4 0.0 <br />72 --- 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 />341 ---> 2.1 (N0. OF LANES) 2.1<--- 654 4 NS-LTR 26 4 0.0 <br />153 --- 1.1 1.0 2.1 1.1 1.0 --- 53 <br />v v . <br />N <br />W + E 27 3 1 70 <br />s <br />------------------------------------------------------------------------- <br />--- --------------------------------------------------------------------- <br />RTOR CNFL PED W/ MIN PRK ~ X BUS XHVY ARR PEAK NOUR 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 12.0 276 307 1009 0.304 4 0.462 466 0.659* 12.7 8 9.3 <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 />---- <br />------------------------------------------------------------------- - <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 61 4 <br />TR 12.0 454 530 3686 0.144 4 0.462 1701 0.311 7.1 B <br />EB L 12.0 72 80 1787 0.045 3 0.138 247 0.323* 19.5 C 10.4 <br />T 12.0 341 23 B <br />R 12.0 153 23 <br />TR 12.0 494 576 3587 0.161 23 0.400 1435 0.402 9.1 B <br />WB L 12.0 53 59 1787 0.033 1 0.138 247 0.238 19.1 C 10.8 <br />T 12.0 654 12 B <br />R 12.0 76 12 <br />TR 12.C 730 852 3703 0.230 12 0.400 1481 0.575* 10.2 B <br />*=CRITICAL LANE GROUP DELAY- 9:6 SEC/VEH V/C -0.58 LOS-B <br />INT=PROJAM.INT,VOL=EXIST.AMV+PROJ.AMV,CAP=...LOSCAP.TAB <br />LOS Software by TJKM Transportation Consultants <br />Condition: pm peak hour; Existing + Project 10/20/99 <br />INTERSECTION 1 East 14th Street/Callan Avenue City of San Leandro <br />Count Date Time Peak Hour PM PEAK <br />85 HCM Operations ACTUATED,NON-CBD <br />86 683 92 70-SEC CYCLE <br />PHASE GRN Y+R LOST <br />~ <--- v ---> ~ 1 W-LTR 5 4 0.0 <br />135 --- 1.0 1.1 2.1 1.0 1.1 --- 74 2 EW-TR t0 4 0.0 <br />3 E-LTR 6 4 0.0 <br />820 ---> 2.0 (N0. OF LANES) 2.1<--- 422 4 NS-LTR 33 4 0.0 <br />230 --- 1.0 1.0 2.1 1.1 1.0 --- 81 <br />~ <--I- I^ I---> ~ <br />W + E v 222 768 132 v <br />s <br />------------------------------------------------------------------------- <br />- - - --------------------------------------------------- <br />RTOR CNFL PED W/ MIN PRK X BUS XHVY ARR PEAK HWR SAT <br />APP VPH PEDS PHASE GRN ING GRA STP VEH TYP FACTOR FLOW <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 0.40 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 '12.0 222 247 615 0.401 4 0.529 325 0.759* 16.6 C 9.1 <br />7 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 8 <br />R 12.0 86 4 <br />TR 12.0 769 897 3699 0.243 4 0.529 1955 0.459 6.7 8 <br />EB L 12.0 135 150 1787 0.084 3 0.143 255 0.588 23.9 CI 15.1 <br />T 12.0 820 957 3762 0.254 23 0.343 1290 0.742* 14.5 B C <br />R 12.0 230 256 1599 0.160 23 0.343 548 0.466 12.0 B <br />WB L 12.0 81 90 1787 0.050 1 0.129 230 0.392* 21.9 C 13.6 <br />T 12.0 422 12 B <br />R 12.0 74 12 <br />TR 12.0 496 579 3678 0.157 12 0.329 1208 0.479 12.3 B <br />*=CRITICAL LANE GRWP DELAY- 11.2 SEC/VEH V/C -0.71 LOS-B <br />------------------------------------------------------------------------- <br />INT=PROJPM.INT,VOL=EXIST.PMV+PROJ.PMV,CAP=...LOSCAP.TAB <br />• <br />r~ <br />I`J <br />