My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2006-349
CBCC
>
Official Documents
>
2000's
>
2006
>
2006-349
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/31/2016 11:44:54 AM
Creation date
9/30/2015 10:12:53 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Amendment
Approved Date
10/03/2006
Control Number
2006-349
Agenda Item Number
11.I.8.
Entity Name
Kimley-Horn and Associates, Inc.
Subject
Intersection Improvements at 58th. Avenue and SR 60
Supplemental fields
SmeadsoftID
5891
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
5
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
contained in the Florida Standard Urban Transportation Modeling Structure (FSUTMS). <br /> The FSUTMS programs will be employed to provide an objective distribution and <br /> assignment of the trip diversion on the roadway network. <br /> The Consultant will utilize the Indian River County Transportation Model to determine <br /> the expected diversions associated with the proposed Indian River County roadways . <br /> Initially, the base model will be used to determine existing daily roadway volumes in the <br /> project area. The base model will then be modified to reflect the proposed roadways, <br /> roadway extensions, the widening of roadways, or any other proposed roadway condition. <br /> To determine the diversions in the project area, the model will be run for several <br /> scenarios and the volumes for each scenario will be compared to determine the <br /> percentage change in daily volumes for each project roadway. <br /> Task 2 — Existing Conditions Analvsis <br /> The consultant will analyze the existing AM and PM peak hour conditions for the study <br /> area intersections and roadway links under existing roadway geometry. A traffic <br /> simulation will be developed for both the AM and PM peak hours . All analysis results <br /> will be documented including turning movement volumes and level of service. Any and <br /> all deficiencies will be identified. <br /> Task 3 — Year 2016 Conditions Analysis <br /> The consultant will analyze year 2016 AM and PM peak hour conditions for the study <br /> area intersections and roadway links under existing roadway geometry with the proposed <br /> intersection improvements at SR 60/58th Avenue. A traffic simulation will be developed <br /> for both the AM and PM peak hours. All analysis results will be documented including <br /> turning movement volumes and level of service. Any and all deficiencies will be <br /> identified. <br /> Task 4 — Year 2026 Conditions Analysis <br /> The consultant will analyze year 2026 AM and PM peak hour conditions for the study <br /> area intersections and roadway links under existing roadway geometry with the proposed <br /> intersection improvements at SR 60/58th Avenue. A traffic simulation will be developed <br /> for both the AM and PM peak hours . All analysis results will be documented including <br /> turning movement volumes and level of service . Any and all deficiencies will be <br /> identified. <br /> Task 5 — Proposed Roadway 2006 Conditions Analysis <br /> The consultant will analyze the existing AM and PM peak hour conditions for the study <br /> area intersections and roadway links under the proposed roadway geometry with the <br /> inclusion of all proposed roadway links. A traffic simulation will be developed for both <br /> the AM and PM peak hours. All analysis results will be documented including turning <br /> movement volumes and level of service. Any and all deficiencies will be identified. A <br /> comparative analysis of the proposed roadway links will be performed to determine the <br /> State Road 60/ 58`h Avenue percent traffic diversion associated with each link. <br />
The URL can be used to link to this page
Your browser does not support the video tag.