Laserfiche WebLink
1985 HCM:TWO-LANE HIGHWAYS 1985 HCM:TWO-LANE HIGHWAYS <br /> FACILITY LOCATION.... SR 132• Chrisman Rd to I-5 FACILITY LOCATION.... SR 132: Chrisman Rd to I-5 <br /> ANALYST.............. MAB ANALYST.............. MAB <br /> TIME OF ANALYSIS..... AM Peak Hour TIME OF ANALYSIS..... AM Peak Hour <br /> DATE OF ANALYSIS..... 03-14-1997 DATE OF ANALYSIS..... 03-14-1997 <br /> OTHER INFORMATION.... Cumulative + Project Alternative 2 OTHER INFORMATION.... Cumulative + Project Alternative 3 <br /> A) ADJUSTMENT FACTORS A) ADJUSTMENT FACTORS <br /> ------------------------------------------------------------- ------------------------------------------------------------- <br /> PERCENTAGE OF TRUCKS........................ 18 PERCENTAGE OF TRUCKS........................ 18 <br /> PERCENTAGE OF BUSES......................... 0 PERCENTAGE OF BUSES......................... 0 <br /> PERCENTAGE OF RECREATIONAL VEHICLES......... 0 PERCENTAGE OF RECREATIONAL VEHICLES......... 0 <br /> DESIGN SPEED (MPH).......................... 60 DESIGN SPEED (MPH).......................... 60 <br /> PEAK HOUR FACTOR............................ 1 PEAK HOUR FACTOR............................ 1 <br /> DIRECTIONAL DISTRIBUTION (UP/DOWN).......... 70 / 30 DIRECTIONAL DISTRIBUTION (UP/DOWN).......... 72 / 2B <br /> LANE WIDTH (FT)............................. 12 LANE WIDTH (FT)............................. 12 <br /> USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)... 6 USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)... 6 <br /> PERCENT NO PASSING ZONES.................... 100 PERCENT NO PASSING ZONES.................... 100 <br /> B) CORRECTION FACTORS B) CORRECTION FACTORS <br /> ------------------------------------------------------------- ------------------------------------------------------------- <br /> LEVEL TERRAIN LEVEL TERRAIN <br /> E E E E f f E E E f f f <br /> LOS T B R w d HV LOS T B R w d HV <br /> --- ----- ----- ----- ----- ----- ----- --- -- __ ----- ----- ----- ----- ----- <br /> A 2 1.8 2.2 1 .89 .85 A 2 1.8 2.2 1 .88 .85 <br /> B 2.2 2 2.5 1 .89 .82 B 2.2 2 2.5 1 .8B .82 <br /> C 2.2 2 2.5 1 .89 .82 C 2.2 2 2.5 1 .88 .82 <br /> D 2 1.6 1.6 1 .89 .85 D 2 1.6 1.6 1 .88 .85 <br /> E 2 1.6 1.6 1 .89 .85 E 2 1.6 1.6 1 .88 .85 <br /> C) LEVEL OF SERVICE RESULTS -- C) LEVEL OF SERVICE RESULTS <br /> --------------------------------------------------------- ---------------�--____----- ) <br /> INPUT VOLUME(vph): 2493 INPUT VOLUME(vph): 2098 <br /> ACTUAL FLOW RATE: 2493 ACTUAL FLOW RATE: 2098 <br /> SERVICE SERVICE <br /> LOS FLOW RATE V/C LOS FLOW RATE V/C <br /> - <br /> --- --------- ----- <br /> -- --------- ----- <br /> A 84 .04 A 83 .04 <br /> B 328 .16 B 323 .16 <br /> C 656 .32 C 647 .32 <br /> D 1204 .57 D 1188 .57 <br /> E 2112 1 E 2083 1 <br /> LOS FOR GIVEN CONDITIONS: F LOS FOR GIVEN CONDITIONS: <br /> c+- ; '�^�n w.ry 6..r--� '#r.�++ �.�.✓ Mme++ ■_ <br />