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1 1 i 1 i 1 r- [ Existing + Approved ProjectThu Jan 4, 2001 13:43:17 Page 3-1 Existing + Approved ProjectThu Jan 4, 2001 13:43:17 - 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 AM Peak Hour Traffic Volumes Existing + Approved Projects AM Peak Hour Traffic Volumes Intersection Level-of-Service Analysis (with Existing Lane Geos. & Control) Intersection Level-of-Service Analysis (with Existing Lane Geos. & 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) ifR44!#ff#ff#4444Y♦##+4ftlfff if tfR t fffaaffff♦f if 4f#iaYfftffaffafttf ifff4iff ftafllf affY♦flfa#f Rtlf tfl4fffff11ff1fffltf llf as aaf♦Yttff Yfffffif if t4ffft##f aa4f♦ Intersection #1 S.R.120 EH Ramps/Yosemite Ave. Intersection #2 S.R.120 WB Ramps/Yosemite Ave. #tf44leRlR # f 4f4iffRlfaff♦affataf♦Raft##t4fYtttffff if lfffafftlfff♦1R aaaffffff f tart tYf 4ffftftlffft4fl1f 4fttff ttfff tf if lftf atl tf of tf lff4lYtfffff##1f Average Delay (sec/veh): 9.3 Worst Case Level Of Service: A Average Delay (sec/veh): 9.4 Worst Case Level Of Service: A earff#.raf�l.affff+off of 1ltaf taaaa:lf if afffat.etaf4tfffff.fff.af..fffff..ff#.#:f •.lfR4tlffata rflfafar:R.lt4f tf4Yff.ff.tf rffffffaaf of aaaRf.f tlfffaflf aff4t:if aaf• 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 ------------ --------------- -_------------- --------------- --------------- ------------ --------------- --------------- --------------- ---------------� 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 11 0 0 ------------�-------------- --------------- -------------- --------------- ------------ --------------- --------------- --------------- --------------- Volume Module: Volume Module: Base Vol: 0 19 6 4 19 0 126 0 6 0 0 0 Base Vol: 8 147 0 0 16 193 0 0 0 B 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 Bse: 0 19 6 4 19 0 126 0 6 0 0 0 Initial Bse: 8 147 0 0 16 193 0 0 0 a 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 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 19 6 4 19 0 126 0 6 0 0 0 PHF Volume: 8 147 0 0 16 193 0 0 0 8 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 19 6 4 19 0 126 0 6 0 0 0 Final Vol.: 8 147 0 0 16 193 0 0 0 8 0 20 --------_---I--------------- --------------- -_-------------II---------------I ------------I-- ---II---------------II--------------- ---------------I 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 FollowUplim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------I--------------- ---------------II ----- ---------------I ------------ --------------- --------------- --------------- ---------------I Capacity Module: Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 25 xxxx xxxxx 49 xxxx 19 xxxx xxxx xxxxx Cnflict Vol: 209 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 276 xxxx 147 Potent Cap.: xxxx xxxx xxxxx 1603 xxxx xxxxx 965 xxxx 1065 xxxx xxxx xxxxx Potent Cap.: 1374 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 718 xxxx 905 Move Cap.: xxxx xxxx xxxxx 1603 xxxx xxxxx 964 xxxx 1065 xxxx xxxx xxxxx Move Cap.. 1374 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 715 xxxx 905 --------------- --------------- _-------------- ---------------I ------------I--------------- --------------- --------------- ---------------I 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. 7.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: ` • ` A • # • * • • # ` LOS by Move: A + • * ` f • + Y f 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 96a xxxxx xxxx xxx, xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 841 xxxxx Shrd StpDel:xxxxx xxxx xxxxx 7.3 xxxx xxxxx xxxxx 9.3 xxxxx xxxxx xxxx xxxxx Shrd StpDel: 7.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 9.4 xxxxx Shared LOS: ` + * A • • • A • • + Shared LOS: A • • • • • * • . r A ApproachDel: xxxxxx xxxxxx 9.3 xxxxxx ApproachDel: xxxxxx xxxxxx xxxxxx 9,4 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