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COM 0590.000 2010-2012
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COM 0590.000 2010-2012
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Last modified
4/19/2021 1:34:35 PM
Creation date
2/21/2012 9:59:38 AM
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Communications
Communications - Type
COM
Communications - Council Term
2010-2012
Communication
0590
Point
000
Author
Warren H.W. Lee, Director of Public Works
Communications - Referred To
PWPRC
Document Relationships
AGE COUNCIL 03/21/2012 2010-2012
(Related To)
Path:
\Council Records\Agendas\2010-2012\Council
AGE COUNCIL 04/04/2012 2010-2012
(Related To)
Path:
\Council Records\Agendas\2010-2012\Council
AGE PWPRC 03/08/2012 2010-2012
(Related)
Path:
\Council Records\Agendas\2010-2012\Public Works & Parks & Recreation Committee (PWPRC)
BIL 193 Draft 01 2010-2012
(Related)
Path:
\Council Records\Bills\2010-2012
REP PWPRC 079 03/08/2012 2010-2012
(Related)
Path:
\Council Records\Reports\2010-2012\Public Works & Parks & Recreation Committee (PWPRC)
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� ' <br /> •William P. Kenoi % +:R!`"�'%��'+% Warren H.W. Lee <br /> Mayor _ Director <br /> • <br /> William T.Takaba Brandon A. K.Gonzalez <br /> Managing Director Deputy Director <br /> Couttti of Paimil <br /> DEPARTMENT OF PUBLIC WORKS <br /> Aupuni Center <br /> 101 Pauahi Street,Suite 7•Hilo,Hawai`i 96720-4224 <br /> (808)961-8321 •Fax(808)961-8630 <br /> www.co.hawaii.hi.us <br /> February 1, 2012 <br /> TO: File <br /> SUBJECT: ONE LANE BRIDGE SIGHT DISTANCE STUDY FOR YIELD LOCATION <br /> Kalopa Road bridge fronting parcels 4-4-2:5, 4-4-2:6, 4-4-9:3, and 4-4-9:8 <br /> BACKGROUND INFO: <br /> Per the Manual on Uniform Traffic Control Devices (MUTCD), "The YIELD sign assigns <br /> right-of-way to traffic on certain approaches to an intersection. Vehicles controlled by a <br /> YIELD sign need to slow down to a speed that is reasonable for the existing conditions <br /> or stop when necessary to avoid conflicting traffic." <br /> The use of a yield sign would be appropriate on a one lane bridge because a full stop is <br /> not always required and would give clear indication as to who has the right-of-way <br /> should two-way traffic approach the bridge at the same time. <br /> ONE LANE BRIDGE STUDY DATA: <br /> Prior to assigning right-of-way on a one-lane bridge, there are two sight distance <br /> measurements that Traffic Division verifies and studies. These measurements help to <br /> determine which side would be best for the yield condition. <br /> The first sight distance check is the stopping sight distance for a yield condition. This <br /> would be the distance required by each driver to see an oncoming car to allow the driver <br /> to stop prior to entering onto the bridge. For the 25 mph hour case, this stopping sight <br /> distance would be 115'. The total distance a driver would need to see across would be <br /> d1=115'+length of bridge+115'. See detail 1 — sight distance check #1 for more info. <br /> The second sight distance check is the sight distance needed for a driver at the yield <br /> bar to safely clear the bridge. We base this on timed samples of drivers going across <br /> the bridge at a safe speed. The formula for this distance is d2=1.47*(time to cross <br /> bridge)*25 mph+bridge length. For the subject bridge, the sight distance would be <br /> d2=1.47*(9 sec.)*(25 mph) = 330.75'+bridge length. See detail 1 — sight distance check <br /> #2 for more info. <br /> County of Hawai`i is an Equal Opportunity Provider and Employer. <br />
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