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COM 0045.005 2010-2012
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COM 0045.005 2010-2012
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Last modified
8/9/2011 2:14:26 PM
Creation date
6/1/2011 8:40:32 AM
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Communications
Communications - Type
COM
Communications - Council Term
2010-2012
Communication
0045
Point
005
Author
Stevem S.C. Lim, Carlsmith Ball LLP
Communications - Referred To
PC
Document Relationships
AGE PC 07/21/2011 2010-2012
(Related)
Path:
\Council Records\Agendas\2010-2012\Planning Committee (PC)
AGE PC 08/16/2011 2010-2012
(Related)
Path:
\Council Records\Agendas\2010-2012\Planning Committee (PC)
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Two -Way Stop Control Page 1 of 1 <br /> TWO -WAY STOP CONTROL SUMMARY <br /> General Information Site Information <br /> Analyst BEW Intersection 2 WAY STOP <br /> Agency /Co. BRENDAN LEE Jurisdiction HAWAII CO <br /> Date Performed 3/24/2011 Analysis Year 2008 <br /> Analysis Time Period AM PEAK, EXISTING _ <br /> Project Description LOT D, HUALALAI RD JOB# 551 -01 -07 BLPPAMEX <br /> East/West Street: PUAPUAANUI 'North /South Street: PAULEH/A <br /> Intersection Orientation: East -West Study Period (hrs): 1.00 <br /> Vehicle Volumes and Adjustments <br /> Major Street Eastbound Westbound <br /> Movement 1 2 3 4 5 6 <br /> L T R L T R <br /> Volume (veh /h) 3 43 1 4 113 4 <br /> Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 <br /> Hourly Flow Rate, HFR 3 43 1 4 113 4 <br /> (veh /h) <br /> Percent Heavy Vehicles 0 -- — 0 — _ -- <br /> Median Type Undivided <br /> RT Channelized 0 0 <br /> Lanes 0 1 0 0 1 0 <br /> Configuration LTR LTR <br /> Upstream Signal 0 _ 0 <br /> Minor Street Northbound Southbound <br /> Movement 7 8 9 10 11 12 <br /> L T R L T R <br /> Volume (veh /h) 11 1 4 4 1 11 <br /> Peak -Hour Factor, PHF .1.00 1.00 1.00 1.00 1.00 1.00 <br /> Hourly Flow Rate, HFR 11 1 4 4 1 11 <br /> (veh /h) <br /> Percent Heavy Vehicles 0 0 0 0 0 0 <br /> Percent Grade ( %) 0 0 <br /> Flared Approach N N <br /> Storage 0 0 <br /> RT Channelized 0 0 <br /> Lanes 0 1 0 0 1 0 <br /> Configuration LTR LTR <br /> Delay, Queue Length, and Level of Service <br /> Approach Eastbound Westbound Northbound Southbound <br /> Movement 1 4 7 8 9 10 11 12 <br /> Lane Configuration LTR LTR LTR LTR <br /> v (veh /h) 3 4 16 16 <br /> C (m) (veh /h) 1484 1577 821 882 <br /> vic 0.00 0.00 0.02 0.02 <br /> 95% queue length 0.01 0.01 0.06 0.06 <br /> Control Delay (s /veh) 7.4 7.3 9.5 9.2 <br /> LOS A A A A <br /> Approach Delay (s /veh) -- -- 9.5 9.2 <br /> Approach LOS -- -- A A <br /> Copyright © 2008 University of Florida, All Rights Reserved HCS +TM Version 5.4 Generated: 419/2011 2:24 PM <br /> file: / /C: \Documents and Settings \Witcher Engr LLP \Local Settings \Temp \u2k7F.tmp 4/9/2011 <br />
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