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COM 0649.004 2002-2004
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COM 0649.004 2002-2004
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Last modified
9/17/2019 12:32:49 PM
Creation date
5/10/2008 12:48:02 AM
Metadata
Fields
Template:
Communications
Communications - Type
COM
Communications - Council Term
2002-2004
Communication
0649
Point
004
Author
Warren M. Yamamoto
Communications - Referred To
PWIRC
Comments
PWIRC: Close file - 2/1/05 PWIRC-Deferred - 6/14/04
Document Relationships
AGE PWIRC 02/01/2005 2004-2006
(Related)
Path:
\Council Records\Agendas\2004-2006\Public Works & Intergovernmental Relations Committee (PWIRC)
AGE PWIRC 06/14/2004 2002-2004
(Related)
Path:
\Council Records\Agendas\2002-2004\Public Works & Intergovernmental Relations Committee (PWIRC)
COM 0045.000 2004-2006
(Related)
Path:
\Council Records\Communications\2004-2006
COM 0649.000 2002-2004
(Related)
Path:
\Council Records\Communications\2002-2004
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D. EVALUATION METHODOLOGY <br />The evaluation of the four way stop at the Nani Kailua Drive/Kakalina Street <br />intersection was done in three parts. The first part evaluated the eight criteria <br />set forth in the MUTCD to determine whether or not the four way stop control <br />is warranted. The second part evaluated the effectiveness of the four way stop <br />control as a traffic calming device in reducing traffic speeds on Nani Kailua <br />Drive. The third part describes discussion of the impacts of the four way stop <br />control with members of the Kona Traffic Safety Committee. This section <br />describes the methodology used for each evaluation process. <br />D.1 Criteria for Four Way Stops <br />The evaluation procedures used to evaluate the four primary and four optional <br />criteria listed in the MUTCD to determine whether or not the four way stop <br />control is warranted are discussed. <br />Criterion A. Traffic Control Signals Justified. This first criterion is a warrant <br />for traffic control signals. If a traffic control signal is justified at this location, <br />then a four way stop is also warranted. The MUTCD lists eight warrants for <br />determining the need for traffic control signals. The first two warrants pertain <br />to traffic volumes and were considered applicable to this study. <br />Warrant 1, the eight hour vehicular volume warrant, has two parts. Condition <br />A, the minimum vehicular volume warrant, is "intended for application where a <br />large volume of intersecting traffic is the principal reason to consider installing <br />a traffic control signal." Traffic control signals could be considered if hourly <br />vehicular volumes exceed the following standards for each of any eight hours of <br />an average day: <br />o Major street- 500 vph total on both approaches, <br />o Minor street- 150 vph on only the high volume approach for the <br />same eight hours. <br />1.1 <br />
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