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1985 HCM: WEAVING AREAS PAGE 1 1985 HCM: WEAVING AREAS PAGE 1 <br /> #*+#******44iiti4}{#iit{ifffif i*+aiaa*aia#**..................... ....I....sata*+aii4i++*********44#t}ifff#+#**i*iita}ii**a***+}ti+ <br /> FACILITY SECTION..... NB'I-5 at SR 132 FACILITY SECTION..... NB i-5-at SR 132 <br /> ANALYST.............. MAB ANALYST.............. MAB <br /> TIME OF ANALYSIS..... AM Peak Hour TIME OF ANALYSIS..... AM Peak Hour <br /> DATE OF ANALYSIS..... 03-12-1997 DATE OF ANALYSIS..... 03-12-1997 <br /> OTHER INFORMATION.... Existing + Project Alternative 2 OTHER INFORMATION.... Existing + Project Alternative 3 <br /> A) ADJUSTMENT FACTORS A) ADJUSTMENT FACTORS <br /> -------------------------------------------------------------- -----------`-------------------------------------------------- <br /> PERCENTAGE OF TRUCKS.................. 27 (HEAVY - 300 #/HP) PERCENTAGE OF TRUCKS.................. 27 (HEAVY - 300 #/HP) <br /> PERCENTAGE OF BUSES................... 0 PERCENTAGE OF BUSES................... 0 <br /> PERCENTAGE OF RECREATIONAL VEHICLES... 0 PERCENTAGE OF RECREATIONAL VEHICLES... 0 <br /> PEAK HOUR FACTOR...................... 1 PEAK HOUR FACTOR...................... 1 <br /> DRIVER POPULATION FACTOR.............. 1 (WEEKDAY/COMMUTER) DRIVER POPULATION FACTOR.............. 1 (WEEKDAY/COMMUTER) <br /> LANE WIDTH (FT)....................... 12 LANE WIDTH (FT)....................... 12 <br /> OBSTRUCTIONS ON BOTH SIDES OBSTRUCTIONS ON BOTH SIDES <br /> DISTANCE FROM ROADWAY EDGE (FT)....... 6 DISTANCE FROM ROADWAY EDGE (FT)....... 6 <br /> B} CORRECTION FACTORS B) CORRECTION FACTORS <br /> ----------------`----------------------------------------`---- -------------------------------------------------------------- <br /> E E E f f f E E E f f f <br /> TERRAIN TYPE T B R HV w p TERRAIN TYPE T B R HV w p <br /> ------------ ----- ----- ----- -`--- ----- ----- <br /> LEVEL 4.0 3.0 3.0 0.55 1.00 1,00 LEVEL 4.0 3.0 3.0 0.55 1,00 1.00 <br /> C) INPUT VOLUMES C) INPUT VOLUMES <br /> -----------------`-------------------------------------------- -------------------------------------`------------------------ <br /> VOL (vph) (pcph) DESCRIPTION VOL (vph) (pcph) DESCRIPTION <br /> V 1 228 412 is the nonweaving vehicles on the freeway V 1 246 445 is the nonweaving vehicles on the freeway <br /> V 2 7 12 is the down weaving vehicles V 2 21 38 is the down weaving vehicles <br /> v 3 93 168 is the up weaving vehicles V 3 75 135 is the up weaving vehicles . <br /> V 4 0 0 is the ramp-to-ramp nonweaving vehicles V 4 0 0 is the ramp-to-ramp nonweaving vehicles <br /> D) ANALYSIS RESULTS D) ANALYSIS RESULTS <br /> --------------------------------------------------------------- --------------------------------------------------------------- <br /> WEAVE TYPE................. A WEAVE TYPE................. A <br /> NO, OF LANES............... 3 NO. OF LANES............... 3 <br /> LENGTH OF SECTION.......... 500 LENGTH OF SECTION.......... 500 <br /> NO. OF MAINLINE LANES...... 2 NO. OF MAINLINE LANES...... 2 <br /> {Upstream of Weave Section) (Upstream of Weave Section) <br /> LOS SPEED LOS SPEED <br /> WEAVING VEHICLES B 54 mph WEAVING VEHICLES B 53 mph <br /> NONWEAVING VEHICLES A 60 mph NONWEAVING VEHICLES A 60 mph <br /> OPERATION OF WEAVING AREA IS UNCONSTRAINED OPERATION OF WEAVING AREA IS UNCONSTRAINED <br /> ANALYZED MAXIMUM ANALYZED MAXIMUM <br /> WEAVING VOLUME (VW).. 181 1,800 WEAVING VOLUME (VW).. 173 1,800 <br /> VOLUME RATIO (VR).... 0.30 0.45 VOLUME RATIO (VR).... 0.28 0.45 <br /> WEAVING RATIO (R).... 0.07 0.50 WEAVING RATIO (R).... 0.22 0.50 <br /> WEAVING LENGTH (L)... 500 2,000 WEAVING LENGTH (L)... 500 2,000 <br /> i� � ■ _ ice+ � � f.,.�.r f�..+� f�.� a. � � � � � ■_ — i R,.� i....�r <br />