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Year 2010 Base AM Pk Hr ConThu Jan 4, 2001 13:46:04 Page 3-1 Year 2010 Base AM Pk Hr ConThu Jan 4, 2001 13:46:04 Page 4-1 ---------------___ _ __------------------------------------------------------- -------------------------------______________---___--------------------_-------- Lathrop Logistics Center Quarry Traffic Study 25-1250-01, #423 Lathrop Logistics Center Quarry Traffic Study 25-1250-01, #423 Year 2010 Base AM Peak Hour Traffic Volumes Year 2010 Base 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) fffaff•+•af•++•f••fa••f•ff••af44•••••ef;;•;+••e;•+}f e};ff••ffa••f♦a•f•ef ffffrrrf r♦•f•r•f• fr ;•raf••f•f•••ffff•f:;f•••4•f••fee;}}+}ef}f}}}e•+ffe}ffff;}ff}fffff Intersection #1 S.R.120 EB Ramps/Yosemite Ave. Intersection #2 S.R.120 WB Ramps/Yosemite Ave. ;+;.;r••a + ; ;+•f••f••••rr4r.f•+••••++f•••.r•ffffrf rrarref rr••f•r•:faaaf erfr: fff•••..••a..f•r••r•fff••.f•••a.f:4.•faa•rfa+a•+•ff eafrff rff rrrrrrrr♦ff..a•a+•fa Average Delaya(sec/veh): 9.5 Worst Case Level Of Service: A Average Delay (sec/veh): 9.7 Worst Case Level Of Service: A fff•• •ff Yfffaaa +;•••;f}••♦of ffa • ♦fffffaaf•f•• faff•f••f••••efaarr f•ff4 • ff•}}f•f •aR + ;4;•+•+f a•4•f f;•faa•+•ffffffraaa•iff•aa+f•R•aRf•f• ff 4#f4 flaf a f♦ 4•• f4 4 ff;• f fR 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---------------I ---------------II--------------- --------------- ------------I---------------II---------------II---------------II-----_-____--__ 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 11 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 ------------ I--------------- -_ II-- ___________II__-___---------II--------------- ___-----_---I---------------II----_--_--__--_II_____________--I�---------------I Volume Module: Volume Module: Base Vol: 0 24 7 5 24 0 149 0 7 0 0 0 Base Vol: 10 175 0 0 20 222 0 0 0 10 0 25 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 24 7 5 24 0 149 0 7 0 0 0 Initial Bse: 10 175 0 0 20 222 0 0 0 10 0 25 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 24 7 5 24 0 149 0 7 0 0 0 PHF Volume: 10 175 0 0 20 222 0 0 0 10 0 25 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 24 7 5 24 0 149 0 7 0 0 0 Final Vol.: 10 175 0 0 20 222 0 0 0 10 0 25 ------------I--------------- --------------- --------------- ---------------I ------------ -_-------------II---------------il--------------- ---------------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 FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ____________ _______________ _______________ _______________ --------------- ------------ --------------- --------------- --------------- ____________-_-� Capacity Module: Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 31 xxxx xxxxx 62 xxxx 24 xxxx xxxx xxxxx Cnflict Vol: 242 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 326 xxxx 175 Potent Cap.: xxxx xxxx xxxxx 1595 xxxx xxxxx 950 xxxx 1058 xxxx xxxx xxxxx Potent Cap.: 1336 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 672 xxxx 874 Move Cap.: xxxx xxxx xxxxx 1595 xxxx xxxxx 948 xxxx 1058 xxxx xxxx xxxxx Move Cap.: 1336 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 668 xxxx 874 ------------ --------------- --------------- --------------- --------------- ____________ --------------- --------------- --------------- ________-_-----� 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: 7.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: • * • A * + • • • • * • LOS by Move: A • + • * + * • • • 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 952 xxxxx xxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 803 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 9.7 xxxxx Shared LOS: • • • A • • • A • * * • Shared LOS: A • • • * • • • * * A ApproachDel: xxxxxx xxxxxx 9.5 xxxxxx ApproachDel: xxxxxx xxxxxx xxxxxx 9.7 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