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Year 2010 Base . Project PMFri Jan 12, 2001 09:22:32 Page 3-1 Year 2010 Base + Project PMFri Jan 12, 2001 09:22:32 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 + Project PM Peak Hour Traffic Volumes Year 2010 Base + Project 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. S 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) afff.*................................*....*..............................R•••f !*f**fl.f***!**f........f**.....**.**....*.*.1f****f*fl..ffflf.ff!!.**fff•*f**:. Intersection #1 S.R.120 Be Ramps/Yosemite Ave. Intersection #2 S.R.120 WB Ramps/Yosemite Ave. ....4ft«. +...t*tt*ftf*!f*t*t!lff l!!1f*1f*ff*f**!f*ff**tft ****f!* *f**!*RR1f ffl.tf*tlft*ttf tf t* lfff*t*ff***f!*ffffftf.ftt**.*fftf♦*ff!*.ffltt fllft.fif♦ Average Delay (sec/veh): 11.5 Worst Case Level Of Service: B Average Delay (sec/veh): 11.5 Worst Case Level Of Service: B 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--------------- ------------I---------------I ---------------II---------------II_______________I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Righter 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 ------------ ---------------I --------------- --------------- --------------- ------------I---------------I ---------------II--------------- I--------------- I Volume Module: Volume Module: Base Vol: 0 17 14 17 11 0 379 0 7 0 0 0 Base Vol: 13 385 0 0 20 167 0 0 0 7 0 4 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 17 14 17 11 0 379 0 7 0 0 0 Initial Bse: 13 385 0 0 20 167 0 0 0 7 0 4 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 PHF Volume: 0 17 14 17 11 0 379 0 7 0 0 0 PHF Volume: 13 385 0 0 20 167 0 0 0 7 0 4 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 17 14 17 11 0 379 0 7 0 0 0 Final Vol.: 13 385 0 0 20 167 0 0 0 7 0 4 ____________ _______________ --------------- --------------- --------------- ------------ --------------- --------------- --------------- ---------_--_-_� 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 69 xxxx 11 xxxx xxxx xxxxx Cnflict Vol: 187 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 514 xxxx 385 Potent Cap.: xxxx xxxx xxxxx 1595 xxxx xxxxx 941 xxxx 1076 xxxx xxxx xxxxx Potent Cap.: 1399 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 524 xxxx 667 Move Cap.: xxxx xxxx xxxxx 1595 xxxx xxxxx 933 xxxx 1076 xxxx xxxx xxxxx Move Cap.: 1399 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 520 xxxx 667 ____________ _______________ --------------- --------------- --------------- ------------ --------------- _______________ --------------- ___-_----------� Level Of Service Module: Level Of Service Module: Stopped Del:xxxxx xxxx )oo= 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 935 xxxxx xxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 565 xxxxx Shrd StpDel:xxxxx xxxx xxxxx 7.3 xxxx xxxxx xxxxx 11.5 xxxxx xxxxx xxxx xxxxx Shrd StpDel: 7.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 11.5 xxxxx Shared LOS: * • * A * * + B * * • * Shared LOS: A * * + + * + * • • B ApproachDel: xxxxxx xxxxxx 11.5 xxxxxx ApproachDel: xxxxxx xxxxxx xxxxxx 11.5 ApproachLOS: • * B • ApproachLOS: * * * B i 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