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Existing + Approved ProjectFri Jan 12, 2001 09:10:23itions Page 3-1 Existing + Approved ProjectFri Jan 12, 2001 09:10:23itions 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 + Project AM Peak Hour Traffic Volumes Existing + Approved Projects + Project AM Peak Hour Traffic Volumes Intersection Level-of-Service Analysis (with Existing Lane Geos. 6 Control) Intersection Level-of-Service Analysis (with Existing Lane Geos. 4 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) fat«tt«faaa«.afaaaf affa.fffaafafffw.frt ..ffffaffff«f afit.«ta«*+fi rfieetf«tta««t«1t *f aaffaaf..ffa.ff.faa.a.ffaffff.fraf a.af afaaft*fi taaffaaf a..fit««*lxaf afatlf***««♦ Intersection #1 S.R.120 EB Ramps/Yosemite Ave. Intersection #2 S.R.120 WB Ramps/Yosemite Ave. to*ffi«ataataittfaaaffff afaffaffflfaffattafiffaffif«t«afi affitfi afi tfft a♦t«faffaaaa fffifffafffafaatfff ♦f of afa+ffaf tfffaaaof ifatf tf effaaaf♦*«*atff«fff«f if afffaaflt Average Delay (sec/veh): 9.5 Worst Case Levelf Of Service: A Average Delay (sec/veh): 9.8 Worst Case Level Of Service: A fftaffrffaff xfffafifi«tatfi«faaff.ff.ff.afaa..afaa.fff•ff.afafflfaf afaf.lffaraaffa* aaaa.afa.faaaatfffaa«tfiaaa«««eft«lrf a«+fifa«*..*a.fi«t**.taaa aff lf.af.af as*«faarlf Approach: North Bound South Bound East Bound West Bound Approach, North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- ---------------I ---------------II---------------I ------------ ---------------II---------------II---------------II_______________I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Righcs: 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 11 0 0 _________-__I -______II_______________II_______________II_______________I ------------I---------------II---------------II---------------II--------------- I Volume Module: Volume Module: Base Vol: 0 26 15 4 30 0 126 0 14 0 0 0 Base Vol: 17 147 0 0 16 193 0 0 0 17 0 20 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 ase: 0 26 15 4 30 0 126 0 14 0 0 0 Initial Bee: 17 147 0 0 16 193 0 0 0 17 0 20 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 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 Volume: 0 26 15 4 30 0 126 0 14 0 0 0 PHF Volume: 17 147 0 0 16 193 0 0 0 17 0 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 26 15 4 30 0 126 0 14 0 0 0 Final Vol.. 17 147 0 0 16 193 0 0 0 17 0 20 ____________ _______________ _______________ --------------- --------------- ------------ --------------- ---------------11--------------- _______--______� 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 FollowUOTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------ ---------------��---------------��---------------��--------------- ___________ _________-__---��_______________��_______________��-_____ -� Capacity Module: Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 41 xxxx xxxxx 72 xxxx 30 xxxx xxxx xxxxx Cnflict Vol: 209 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 294 xxxx 147 Potent Cap.: xxxx xxxx xxxxx 1581 xxxx xxxxx 938 xxxx 1050 xxxx xxxx xxxxx Potent Cap.: 1374 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 702 xxxx 905 Move Cap.: xxxx xxxx xxxxx 1581 xxxx xxxxx 936 xxxx 1050 xxxx xxxx xxxxx Move Cap.: 1374 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 695 xxxx 905 ____________ _______________ --------------- --------------- --------------- ____-_-__-__ -__--_-________ --------------- --------------- ______---______� Level Of Service Module: Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 7.3 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Stopped Del: 7.6 xxxx xxxxx XXXXX xxxx XxxxX xxxxx xxxx xxxxx xxxxx xxxX xxxxx LOS by Move: * * * A • • * + * * * * LOS by Move: A * * * * * * • * * + 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 946 xxxxx xxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 795 xxxxx Shrd StpDel:xxxxx xxxx xxxxx 7.3 xxxx xxxxx xxxxx 9.5 xxxxx xxxxx xxxx xxxxx Shrd StpDel: 7.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 9.8 xxxxx Shared LOS: * * * A • * * A * * * * Shared LOS: A * * * * * * * * * A ApproachDel: xxxxxx XXxxXX 9.5 Xxxxxx ApproachDel: XXXXXx Xxxxxx xxxxxx 9.8 ApproachLOS: * * A + ApproachLOS: * * * A Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to OMNI-MEANS, ROSEVILLE,CA Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to OMNI-MEANS, ROSEVILLE,CA