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1985 HCM: WEAVING AREAS PAGE 1 1985 HCM: WEAVING AREAS PAGE 1 <br /> +a+{ar}i+}*xxxx*x*#xi+ixx#+s+++++a+rr>i+>+ii+a+++++++++***x*xixx+ *>ii+#++issa+a>ria+i++{xx*xxxxxxi+{a++*+•++}***>xs+as{»}*+xxi+ai <br /> FACILITY SECTION.".... NB I—sat SO 132 FACILITY'SECTION...".. NS 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.... Cumulative + Project Alternative 2 OTHER INFORMATION.... Cumulative + Project Alternative 3 <br /> A) ADJUSTMENT FACTORS A( ADJUSTMENT FACTORS <br /> -------------------------------------------------------------- -----------------`-------------------------------------------- <br /> PERCENTAGE OF TRUCKS.................. 27 (HEAVY - 300 N/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 (WEEKDAY/COMMUTER) DRIVER POPULATION FACTOR.............. 1 (WEEKDAY/COMMUTER) <br /> LANE WIDTH (FT)....................... 12 LANE WIDTH (FT)....................... 12 <br /> OBSTRUCTIONS ON BOTH SIDES OBSTRUCTIONS ON ROTE 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 (qph) (pcph) DESCRIPTION VOL (vph) (pcph) DESCRIPTION <br /> x****1>+i#sa+ya{a{• aiii>iri+ai+++i}+i*}**+***xx*****ii4*i+++ x*ax++++i+a4y+ri+i* *+*x*x*a+i#+{+ai++++#+*x*#+#+{a{ia+++}*** <br /> V 1 368 666 is the nonweaving vehicles on the freeway V 1 386 698 is the nonweaving vehicles on the freeway <br /> V 2 52 94 is the down weaving vehicles V 2 66 119 is the down weaving vehicles <br /> V 3 236 427 is the up weaving vehicles V 3 218 394 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 D 44 mph WEAVING VEHICLES D 44 mph <br /> NONWEAVING VEHICLES C 50 mph NONWEAVING VEHICLES C 51 mph <br /> OPERATION OF WEAVING AREA IS UNCONSTRAINED OPERATION OF WEAVING AREA IS UNCONSTRAINED <br /> #+aa{{a+aar+r»>r»a+++>+++*xa*+rx**+*x* r++s+s+++{a>•>+++a*x++**•xxx+i+a#a{{•ra+ <br /> ANALYZED MAXIMUM ANALYZED MAXIMUM <br /> WEAVING VOLUME (VW).. 521 1,800 WEAVING VOLUME (VW).. 514 1,800 <br /> VOLUME RATIO (VR).... 0.44 0.45 VOLUME RATIO (VR).... 0.42 0.45 <br /> WEAVING RATIO (R).... 0.18 0.50 WEAVING RATIO (R).... 0.23 0.50 <br /> WEAVING LENGTH (L)... 500 2,000 WEAVING LENGTH (L)... 500 2,000 <br />