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COM 0574.005 1996-1998
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COM 0574.005 1996-1998
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Last modified
8/7/2019 10:34:32 AM
Creation date
5/10/2008 7:59:45 PM
Metadata
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Communications
Communications - Type
COM
Communications - Council Term
1996-1998
Communication
0574
Point
005
Author
Edward K. Harada, M&E Pacific, Inc.
Communications - Referred To
COUNCIL
Comments
Presented: Council - 2/4/98
Communications - File Code
ZNG/KN
Document Relationships
AGE COUNCIL 02/04/1998 1996-1998
(Related)
Path:
\Council Records\Agendas\1996-1998\Council
BIL 166 Draft 03 1996-1998
(Related)
Path:
\Council Records\Bills\1996-1998
COM 0574.000 1996-1998
(Related)
Path:
\Council Records\Communications\1996-1998
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<br /> a 4 <br /> The trip generation step forecasts the volume of vehicle trips which would be <br /> generated by the proposed church and homes on Sunday mornings. However, the <br /> homes are not expected to be a significant traffic generator due to their small number. <br /> Five homes are expected to generate less than two trips an hour on a Sunday morning <br /> based on trip generation rates from the Institute of Transportation Engineers' Trig <br /> Generation (Fourth Edition, 1987). Therefore, the homes' trips were assumed to be <br /> part of the church's trip generation. <br /> The church is expected to be the major traffic generator on Sunday mornings. <br /> Based on the pastor's estimates of current attendance, they can expect 50 to 60 <br /> vehicles. Although all these vehicles would not arrive in the hour before the service <br /> began and leave in the hour following the end of service, it was assumed that 60 <br /> vehicles would arrive in the hour from 9:00 a.m. to 10:00 a.m. and leave between 11:00 <br /> a.m. and 12:00 noon. Since many'vehicles would arrive just before the service and <br /> leave right after, a peak hour factor of 0.65 was used for these traffic movements. This <br /> implies that about 40 percent of the vehicles would enter and leave in a 15 minute <br /> period. Peak hour factors on roadways normally range from 0.85 to 1.0, implying a <br /> more uniform distribution of vehicle flow. <br /> The trip distribution step divides the generated trips by the direction of travel <br /> from the project site. The pastor estimates that one fifth (12 vehicles) of the current <br /> attendees live north (mauka) of the project site and the remaining four-fifths (48 <br /> vehicles) live south (makai). <br /> The trip assignment step assigns the distributed trips as turning movements to <br /> the study intersection. The results of the trip distribution and assignment procedures <br /> <br />
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