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1985 HCM:TWO-LANE HIGHWAYS 1985 HCM:TWO-LANE HIGHWAYS <br /> i+aaa*fif++iititiiiffaaff+t#+a#*fff+f++++iii+it+t+iafia+a++*a**+ +ff+++itf+++t+if ofata*#*+*i*tf++f iY+a++iiia+++*}*****ia++++citta <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 OTHER INFORMATION.... Cumulative + Project Alternative 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 /> 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).......... 70 / 30 <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 f 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 .89 .85 <br /> B 2.2 2 2.5 1 .89 .82 b 2.2 2 2.5 1 .89 .82 <br /> C 2.2 2 2.5 1 .89 .82 C 2.2 2 2.5 1 .89 .82 <br /> D 2 1.6 1.6 1 .89 .85 D 2 1.6 1.6 1 .89 .85 <br /> E 2 1.6 1.6 1 .89 .85 E 2 1.6 1.6 1 .89 .85 <br /> C) LEVEL OF SERVICE RESULTS C) LEVEL OF SERVICE RESULTS <br /> ---------- ------------------------------------------------------------- <br /> INPUT VOLUME(vph): 2473 INPUT VOLUME(vph): 2497 <br /> ACTUAL FLOW RATE: 2473 ACTUAL FLOW RATE: 2497 <br /> SERVICE SERVICE ���••��� <br /> LOS FLOW RATE V/C LOS FLOW RATE V/C <br /> --------- <br /> A 84 .04 A 84 .04 <br /> B 328 .16 B 328 .16 <br /> C 656 .32 C 656 .32 <br /> D 1204 .57 D 1204 .57 <br /> E 2112 1 E 2112 1 <br /> LOS FOR GIVEN CONDITIONS: F LOS FOR GIVEN CONDITIONS: F <br />