My WebLink
|
Help
|
About
|
Sign Out
Home
COM 0574.005 1996-1998
ClerkCouncil
>
Council Records
>
Communications
>
1996-1998
>
COM 0574.005 1996-1998
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/7/2019 10:34:32 AM
Creation date
5/10/2008 7:59:45 PM
Metadata
Fields
Template:
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
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
30
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
<br /> • + <br /> ABSTRACT OF METHODOLOGY <br /> for the <br /> LEVEL OF SERVICE ANALYSIS OF UNSIGNALIZED INTERSECTIONS <br /> This abstract summarizes the procedures for analyzing the capacities of <br /> unsignalized intersections. These procedures are described in the Highway <br /> Capacity Manual, Special Report 209 (Third Edition, 1994) by the Transportation <br /> Research Board (TRB). This manual "is a collection of techniques for estimating <br /> highway capacity that have been judged, through consensus, as the best <br /> available at the time of publication." This manual does not set legal standards <br /> for highway design but the procedures have become widely accepted and used <br /> in the traffic engineering profession. <br /> The capacity analysis procedure is based on a German method originally <br /> published in 1972 and translated in 1974, and modified for U. S. conditions by <br /> the TRB in 1985, and new data reflected in 1994. It is intended for two-way <br /> STOP- and YIELD-controlled intersection and calculates the capacities of <br /> movements which cross or turn through the major traffic stream. The capacity of <br /> each movement is based on two factors: the gap distribution in conflicting traffic <br /> streams and the gap acceptance behavior of drivers at such intersections. <br /> The basic steps in methodology are as follows: <br /> 1) Define intersection geometry and traffic volumes. <br /> 2) Determine the "conflicting conflicts" through which every minor <br /> street movement and major street left turn must cross. <br /> 3) Determine the size of the gap in the conflicting stream needed by <br /> vehicles in each movement crossing a conflicting traffic stream. <br /> 4) Determine the capacity of the gaps in the major traffic stream to <br /> accommodate each of the subject movements that will utilize these <br /> gaps. <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.