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1985 HCM: WEAVING AREAS PAGE 1 1985 HCM: WEAVING AREAS PAGE I <br /> FACILITY SECTION..... NB I-5 at SR 132 FACILITY SECTION..... NB I-5 at SR 132 <br /> ANALYST.............. MAB ANALYST.............. MAH <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 Conditions OTHER INFORMATION.... Existing + Project Alternative 1 <br /> A) ADJUSTMENT FACTORS A) ADJUSTMENT FACTORS <br /> -------------------------------------------------------------- -------------------------------------------------------------- <br /> PERCENTAGE OF TRUCKS.................. 27 (HEAVY - 300 */HP) PERCENTAGE OF TRUCKS.................. 27 (HEAVY - 300 ff/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 (WEEKDAYICOMMUTER) DRIVER POPULATION FACTOR.............. L (WEEKDAY/COMMLiTERy <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 E 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 1 228 412 is the nonweaving vehicles on the freeway <br /> V 2 7 12 is the down weaving vehicles V 2 7 12 is the down weaving vehicles <br /> V 3 75 135 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 Sectien) (Upstream of Weave Section) <br /> LOS SPEED LOS SPEED <br /> WEAVING VEHICLES A 55 mph WEAVING VEHICLES A 55 mph <br /> NONWEAVING VEHICLES A 61 mph NONWEAVING VEHICLES A 61 mph <br /> OPERATION OF WEAVING AREA IS UNCONSTRAINED OPERATION OF WEAVING AREA IS UNCONSTRAINED <br /> ANALYZED MAXIMUM ANALYZED MAXIMUM <br /> WEAVING VOLUME (VW),. 148 1,800 WEAVING VOLUME (VW) .. 148 1,800 <br /> VOLUME RATIO (VR).... 0.26 0.45 VOLUME RATIO (VR).... 0.26 0.45 <br /> WEAVING RATIO (R).. 0.09 0.50 WEAVING RATIO (R).... 0.09 0.50 <br /> WEAVING LENGTH (L)... 500 2,000 WEAVING LENGTH (L)... 500 2,000 <br />