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1985 HCM:TWO-LANE HIGHWAYS 1985 HCM:TWO-LANE HIGHWAYS <br /> •,r+++k,r++++++�+w+++++++++++k+.+++++++++at++a•+++t+++a++++ti+++:+ ++++++++++++++++i+++r+�++kk+++++t++++i++++i+r,r,r+►+k+++••a++++++: <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.... Existing Conditions OTHER INFORMATION.... Existing + Project Atlernative 1 <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 /> 60 DESIGN SPEED (MPH). <br /> DESIGN SPEED (MPH).......................... ......................... 60 <br /> PEAK HOUR FACTOR............................ 1 PEAK HOUR FACTOR............................ 1 <br /> DIRECTIONAL DISTRIBUTION (UP/DOWN).......... 80 / 20 DIRECTIONAL DISTRIBUTION (UP/DOWN).......... 80 / 20 <br /> LANE WIDTH {FTJ............................. 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 f f f E E E f f f <br /> LOS T B R w d HV LDS T B R w d HV <br /> --- ---- ----- ----- ----- ----- --- - <br /> A 2 1.8 2.2 1 .83 .85 A 2 1.8 2.2 1 .83 .85 <br /> B 2.2 2 2.5 1 .83 .82 B 2.2 2 2.5 1 .83 .82 <br /> C 2.2 2 2.5 1 .83 .82 C 2.2 2 2.5 1 .83 .82 <br /> D 2 1.6 1.6 1 .83 .85 D 2 1.6 1.6 1 .83 .85 <br /> E 2 1.6 1.6 1 .83 .85 E 2 1.6 1.6 1 .83 .85 <br /> C) LEVEL OF SERVICE RESULTS C) LEVEL OF SERVICE RESULTS <br /> -----------------------------------------•-------------------- ----------------- ------------------------------------------- + <br /> INPUT VOLUME{vph): 944 INPUT VOLUME(v h)• 968 <br /> ACTUAL FLOW RATE: 944 ACTUAL FLOW RATE: 968 <br /> SERVICE SERVICE <br /> LOS FLOW RATE V/C LOS FLOW RATE V/C <br /> --- --------- --- <br /> --- --------- ----- <br /> A 79 .04 A 79 .04 <br /> B 306 .16 B 306 .16 <br /> C 512 .32 C 612 .32 <br /> D 1123 .57 D 1123 .57 <br /> E 1969 1 E 1969 1 <br /> LOS FOR GIVEN CONDITIONS: D LOS FOR GIVEN CONDITIONS: D <br />