My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
25D - AGMT - TRAFFIC SIGNAL SYNC
Clerk
>
Agenda Packets / Staff Reports
>
City Council (2004 - Present)
>
2013
>
01/22/2013
>
25D - AGMT - TRAFFIC SIGNAL SYNC
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/22/2013 11:38:11 AM
Creation date
1/17/2013 5:02:52 PM
Metadata
Fields
Template:
City Clerk
Doc Type
Agenda Packet
Agency
Public Works
Item #
25D
Date
1/22/2013
Destruction Year
2018
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
84
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 /> <br /> <br /> COOPERATIVE AGREEMENT NO. C-2-1992 <br /> ATTACHMENT A <br /> <br /> at the State level. AGENCIES must be contacted and provide policy and <br /> guidance to the CONSULTANT for calculations regarding these timing <br /> intervals. <br /> <br /> o Timing parameters which incorporate minimal pedestrian activity to provide <br /> the optimum vehicle split and offset timing and accommodate pedestrians <br /> using various pedestrian timing adjustment techniques for pedestrian splits <br /> during coordination <br /> o Appropriate cycle lengths consistent with the goals of this effort. Additionally, <br /> CONSULTANT shall recommend time-of-day start and stop intervals for the <br /> various timing plans based on the identified peaks from the 24-hour machine <br /> counts, and field observation <br /> o CONSULTANT shall prepare, at minimum, a total of three (3) timing plans for <br /> a typical weekday which consider the following peak periods: AM PEAK, MID- <br /> DAY PEAK, PM PEAK and one (1) timing plan for a typical Saturday for a <br /> MID-DAY PEAK. Timing plans should be in both Synchro format and the <br /> preferred timing chart format of each local AGENCY. <br /> <br /> <br /> CONSULTANT shall develop an operational model within SimTraffic. The operational <br /> analysis will be used to micro - simulate and analyze specific roadway segments with <br /> queuing, spill back, starvation, storage blocking, and other queuing interactions, and to <br /> analyze and mitigate the conditions discovered by CONSULTANT and/or APM and <br /> AGENCIES in field reviews. <br /> CONSULTANT shall develop optimized signal timings using the results from <br /> Synchro/SimTraffic 8.0, and Tru-Traffic version 10.0 or latest released version and <br /> recommend any changes to the signal phasing at each signalized intersection that may <br /> improve the efficiency of operations. Output of the modeling software shall not be <br /> utilized without proper QA/QC. Engineering judgment shall be utilized to determine final <br /> operational parameters. The recommended signal timing plans shall be reviewed by <br /> the APM and local AGENCY staff. <br /> <br /> Upon approval of the optimized signal timings by the Authority and the cities, the <br /> CONSULTANT shall implement, or assist local AGENCIES staff in the implementation <br /> of new signal timings either through the central traffic signal system (if available) or <br /> direct implementation at the intersection controller units. CONSULTANT shall use <br /> existing traffic signal interconnection systems, where they exist, and, as a result of the <br /> inter jurisdictional nature of the project, shall implement time-based signal coordination <br /> techniques across. signals controlled by different AGENCIES. <br /> As the project will be using time-based signal coordination, the CONSULTANT shall <br /> evaluate the current time-referencing of all traffic signal controllers and recommend a <br /> corridor-wide strategy (such as WWV or GPS clocks) to ensure that all traffic signal <br /> controllers are on synchronized time clocks. CONSULTANT shall verify that all Central <br /> <br /> <br /> 10 <br /> <br /> 25D-27 <br />
The URL can be used to link to this page
Your browser does not support the video tag.