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Existing + Approved ProjectThu Jan 4, 2001 13.43:41 Page 3-1 Existing + Approved ProjectThu Jan 4, 2001 13:43:41 Page 4-1 ________________________________________________________________________________ ________________________________________________________________-_______________ Lathrop Logistics Center - Quarry Traffic Study 25-1250-01, #423 Lathrop Logistics Center - Quarry Traffic Study 25-1250-01, #423 Existing + Approved Projects PM Peak Hour Traffic volumes Existing + Approved Projects PM Peak Hour Traffic Volumes Intersection Level-of-Service Analysis (with Existing Lane Geos. 6 Control) Intersection Level-of-Service Analysis (with Existing Lane Geos. 6 Control) ________________________________________________________________________________ ________________________________________________________________________________ Level Of Service Computation Report Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) 1997 HCM Unsignalized Method (Base Volume Alternative) ..•.•..... ....•.•...•r••••«... • •.•••••...*.•.••.••••a•«.••a•••••r••..••.• •:••.•r•.•r• a..•••r••r•.a•••a •a•. •r••«•.a.•r.«r•.r•rr.•••e•.rr..••rrrrrrrr• Intersection #1 S.R.120 EB Ramps/Yosemite Ave. Intersection #2 S.R.120 WB Ramps/Yosemite Ave. ••a•r.••• .••rr+r••«••••••••a••..•r+.r««••••••a•a•«•rrrrrrrrr•rr++rrr+•••.r••••• ar•.ra««•r.••.••••r.rra•.r•••..••••..«a.••«••••••+•r•rrrr:rrrarr••r••r••r:rrrrr• Average Delay (sec/veh): 10.6 Worst Case Level Of Service: B Average Delay (sec/veh): 10.7 Worst Case Level Of Service: 'H a•••••r•u•«r...r....•u.•..ar•.•••r••••«•««u•.r.r.•.•...ara•r««rw«•....rwaa.•a r«•.rrr.aa••.«.a.r«.•...•..r••aa.:•r««.•ra..•r••.••«.«.•r+•r.«r•«.•.r.•arr•«•u• Approach: North Bound South Bound East Bound West Bound Approach: North Hound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - RL - T - R Movement: L - T - R L - T - R L - T - R L - T - R ____________I_______________11_______________11--------------- --------------- ------------ --------------- _______________ _______________ --------------- Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Rights: Include Include Include Include Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 1! 0 0 0 0 0 0 0 Lanes: 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1! 0 0 ____________ __ _��__ _ _ _ __�� __ __________ __ __ __ __ _______________ _______________ ------------ _______________ --------------- _______________� Volume Module: Volume Module: Base Vol: 0 11 8 13 7 0 321 0 4 0 0 0 Base Vol: 8 325 0 0 16 144 0 0 0 4 0 3 Growth Adj:. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 11 8 13 7 0 321 0 4 0 0 0 Initial Bse: 8 325 0 0 16 144 0 0 0 4 0 3 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHP Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 11 8 13 7 0 321 0 4 0 0 0 PHP Volume: 8 325 0 0 16 144 0 0 0 4 0 3 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 keduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 11 8 13 7 0 321 0 4 0 0 0 Final Vol.: 8 325 0 0 16 144 0 0 0 4 0 3 Critical Gap Module: Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim.xxxxx xxxx xxxxx 2.2 xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx FollowllpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 Capacity Module: Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 19 xxxx xxxxx 48 xxxx 7 xxxx xxxx xxxxx Cnflict Vol: 160 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 429 xxxx 325 Potent Cap.: xxxx xxxx xxxxx 1611 xxxx xxxxx 967 xxxx 1081 xxxx xxxx xxxxx Potent Cap.: 1432 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 587 xxxx 721 Move Cap.: xxxx xxxx xxxxx 1611 xxxx xxxxx 961 xxxx 1081 xxxx xxxx xxxxx Move Cap.: 1432 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx � 584 xxxx 721 ____________ _______________ --------------- --------------- _______,________ ------------ _______________ _______________ _______________ _______________� Level Of Service Module: Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 7.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Stopped Del: 7.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: + * + A + + • + • . • • LOS by Move. A * + * * r • r r r Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 962 xxxxx xxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 636 xxxxx Shrd StpDel:xxxxx xxxx xxxxx 7.3 xxxx xxxxx xxxxx 10.6 xxxxx xxxxx xxxx xxxxx Shrd StpDel: 7.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 10.7 xxxxx Shared LOS: + * + A • * . H : • • • Shared LOS: A + • • • • • + + a B ApproachDel: xxxxxx xxxxxx 10.6 xxxxxx ApproachDel: xxxxxx xxxxxx xxxxxx 10.7 ApproachLOS: * + B + ApproachLOS: * • * B / Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to OMNI-MEANS, ROSEVILLE,CA Traf:ix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to OMNI-MEANS, ROSEVILLE,CA