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Existing AM Peak Hour CondiThu Jan 4, 2001 13:40:55 Page 3-1 Existing AM Peak Hour CondiThu Jan 4, 2001 13:40:55 Page 4-1 ________________________________________________________________________________ -----------------____________ --------________-____-__-_-_-__-__- Lathrop Logistics Center Quarry Traffic Study 25-1250-01, #423 Lathrop Logistics Center - Quarry Traffic Study 25-1250-01, #423 Existing AM Peak Hour Traffic Volumes Existing 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.) •••ff•rf rfr••rr•rf•rfffx«x+xf«rrf r••••rrff•f lrx•f••f x•x••r:•r•xf xx+:++++++r1f f+rrrfr• f•r••xf•r•f.rf«•f•rff•+:arf rx••f••f•••f•r•••tf rrffrrfe+rr+rrrttr++rff Intersection #1 S.R.120 EB Ramps/Yosemite Ave. Intersection #2 S.R.120 WE Ramps/Yosemite Ave. r••«•••.•.•..rf • .. •ff•f••f•••••fff•••f•••f••f••••••••««••x•xf•R•f 1f11f 1f 1f•+ •u•••••f.. .f• «+« :xffxf«xfr•r••«••r•rf+.r++«+f«f•rrf rf xrf xr+•1x+««•x++rxr Average Delay (sec/veh): 9.1 Worst Case Level Of Service: A Average Delay (sec/veh): 9.1 Worst Case Level Of Service: A •r••«f«f•ff«•f«««•«•«+•«xf•fx++««+r•r+«+«•««++•«•ff+r««.••f•f••xf«f•.•f••«f•««.. «++«•«+r«r•:ff«f•f«•«««r.«+«++«+.++x•«+++x+xfffffaf••f•«+r++«•+++«••«•ff««««++f• 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 79 0 6 0 0 0 Base Vol: 8 98 0 0 16 100 0 0 0 8 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 79 0 6 0 0 0 Initial Bse: 8 98 0 0 16 100 0 0 0 8 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 PHF Volume: 0 19 6 4 19 0 79 0 6 0 0 0 PHF Volume: 8 98 0 0 16 100 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 79 0 6 0 0 0 Final Vol.: 8 98 0 0 16 100 0 0 0 B 0 20 ------------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 PollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------I--------------- --------------- -----------II--------------- ------------ -------------II--------------- --------------- --------------Capacity Module: Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 25 xxxx xxxxx 49 xxxx 19 xxxx xxxx xxxxx Cnflict Vol: 116 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 180 xxxx 98 Potent Cap.: xxxx xxxx xxxxx 1603 xxxx xxxxx 965 xxxx 1065 xxxx xxxx xxxxx Potent Cap.: 1485 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 814 xxxx 963 Move Cap.: xxxx xxxx xxxxx 1603 xxxx xxxxx 964 xxxx 1065 xxxx xxxx xxxxx Move Cap.: 1485 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 811 xxxx 963 ____________ _______________ --------------- --------------- --------------- ------------ --------------- --------------- --------------- _----_____-_-__� Level Of Service Module: Level Of Service Module: Stopped Del!xxxxx xxxx xxxxx 7.2 xxxx xxxxx xxxxx xxxx xxxxx roost xxxx xxxxx Stopped Del: 7.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: • • • A + • + + • • • • LOS by Move. A + + • • + • • + + x 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 970 xxxxx xxxx xxxx xxxxx Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 914 xxxxx Shrd StpDel:xxxxx xxxx xxxxx 7.3 xxxx xxxxx xxxxx 9.1 xxxxx xxxxx xxxx xxxxx Shrd StpDel: 7.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 9.1 xxxxx Shared LOS: • * * A • • + A + • * * Shared LOS: A + + • • • + * • r A ApproachDel: xxxxxx xxxxxx 9.1 xxxxxx ApproachDel: xxxxxx XxxXXx xxxxxx 9.1 ApproachLOS: + * A + ApproachLOS: • • • A 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