My WebLink
|
Help
|
About
|
Sign Out
Home
Agenda - Public Works Committee - 04/18/2017
Ramsey
>
Public
>
Agendas
>
Public Works Committee
>
2010 - 2019
>
2017
>
Agenda - Public Works Committee - 04/18/2017
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/14/2025 10:52:35 AM
Creation date
5/23/2017 9:39:41 AM
Metadata
Fields
Template:
Meetings
Meeting Document Type
Agenda
Meeting Type
Public Works Committee
Document Date
04/18/2017
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
126
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
Name: Future Business Park Traffic Memorandum <br />Date: January 27, 2017 <br />Page: 5 <br />Mitigation includes the lanes and traffic control indicated in the recommendations but <br />also includes a third southbound lane along Armstrong Blvd from Bunker Lake Blvd to <br />the Highway 10 North Ramp terminal Additional review of the bridge design indicates <br />that a third lane would not be feasible without substantial revisions to the bridge <br />structure over the railroad. Based on this, two eastbound through lanes are <br />recommended at the intersection of Armstrong Blvd and Bunker Lake Blvd to provide <br />an alternative route if needed. The analysis below also considers an eastbound free <br />right into the third lane. This is recommended to be a dual right turn when or if needed <br />based on traffic redistribution in the area. <br />The resulting queues are shown below for each movement at the intersection of <br />Armstrong Blvd and Bunker Lake Blvd. Dual eastbound right turn lanes would be <br />anticipated to have similar average queues and shorter max queues. The max queues <br />are anticipated to be less if there is traffic redistribution based on congestion. <br />Table 3: Design Year (2040) Armstrong Blvd & Bunker Lake with Proposed Lanes <br />Max Approach Queue <br />Max <br />Traffic Control Scenario Peak Hour Delay-LOS** Average <br />Queue (ft) <br />Queue (ft) <br />**** <br />CSAH 83 (Armstrong Blvd) & CSAH 116 (Bunker Lake Blvd) <br />AM 41 D 64 122 <br />EBL <br />PM 37 D 106 191 <br />AM 3 A <br />EBR <br />PM 47 D 390 916 <br />WBL AM 45 D 134 215 <br />PM 131 � 401 915 <br />NBL AM 84 305 412 <br />PM 52 D 207 307 <br />SBL AM 31 C 95 145 <br />PM 46 D 81 128 <br />*Delay in seconds per vehicle <br />**Maximum delay and LOS on any approach and/or movement <br />***Limiting Movement is the highest delay movement. <br />****Max Queue refers to the 95% Queue (Passenger car stored length = 25 ft, Heavy vehicle stored length = 45 ft) <br />C. Special Considerations <br />1. The trips from specific developments to Puma and Bunker Lake Blvd have not been <br />analyzed. Trips to and from specific developments should be assigned to appropriate <br />roadways based on the development roadway design. This is especially important for trip <br />assignment at the intersection of Bunker Lake Blvd and Puma St. <br />2. Mitigation for intersections outside of the area due to development in the area have <br />not been completed. <br />Bruton & Menk is an equal opportunity employer. <br />
The URL can be used to link to this page
Your browser does not support the video tag.