My WebLink
|
Help
|
About
|
Sign Out
Home
Agenda - Council - 11/24/1998
Ramsey
>
Public
>
Agendas
>
Council
>
1998
>
Agenda - Council - 11/24/1998
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/27/2025 3:43:08 PM
Creation date
9/18/2003 8:56:12 AM
Metadata
Fields
Template:
Meetings
Meeting Document Type
Agenda
Meeting Type
Council
Document Date
11/24/1998
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
332
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
Approximately 16 access driveways will be completely eliminated by the TH 47 changes, <br />while approximately 5 driveways will be limited to right- in/right-out movements near <br />the 142nd Avenue NW. These changes throughout the corridor will effect the traffic at <br />major intersections such as 142nd Avenue NW. Therefore, signalization is needed to <br />handle current and projected traffic on TH 47 and 142nd Avenue NW. <br /> <br />V. PUBLIC AND AGENCY INVOLVEMENT <br /> <br />The City of Ramsey, Mn/DOT and FHWA will be required to coordinate funding. <br /> <br />VI. DESIGN CRITERIA AND EXCEPTIONS <br /> <br />No design exceptions to Mn/DOT or AASHTO standards are required. <br /> <br />Vii, JUSTIFICATION <br /> <br />A. Signal Warrants <br /> <br />Traffic signal justification will be based on applying the applicable warrant(s) for <br />signal installation as outlined in the Minnesota Manual on Uniform Traffic <br />Control Devices (MMUTCD) and reconciling the roadway geometries, proposed <br />lane usage, existing traffic volumes, and planned changes in the area roadway <br />network with the requirements of the MMUTCD and sound traffic engineering <br />practice. <br /> <br />TH 47 at 142nd Avenue NW <br /> <br />The signal warrants analysis is based on the assumptions shown below: <br /> <br />Warrant Analysis Assumptions <br /> <br />Geometry: Mainline <br /> Minor Street <br /> <br />2 approach lanes <br />2 approach lanes <br /> <br />Approach Speeds: <br /> <br />Mainline 45 mph <br />Minor Street 30 mph <br /> <br />The TH 47 at 142nd Avenue NW signal warrant analysis is based on July 24, <br />I996 16-hour approach volumes collected by SRF Consulting Group, Inc., <br />roadway geometrics, and the posted speed limits of 45 mph on the mainline <br />(TH 47) and 30 mph on the minor street (142nd Avenue NW). <br /> <br />5 <br /> <br /> I <br /> <br /> I <br /> I <br /> I <br /> I <br /> i <br /> I <br /> I <br /> I <br /> I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.