MNCPL PARKING RAMP over SR-2
Map
Coordinates:
+41.51611, -81.6783341°30'58" N, 81°40'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | MNCPL PARKING RAMP over SR-2 |
Structure number: | 1800124 |
Location: | .9 MI E E9TH ST AND SR2 |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 67.9 ft. [20.7 m] |
Total length: | 137.1 ft. [41.8 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 35.8 ft. [10.9 m] |
Vertical clearance below bridge: | 15.1 ft. [4.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1954 |
Year reconstructed: | 1993 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 2 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: February 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,000 [as of 2002] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 44.6 tons [40.5 metric tons] |
Inventory rating: | 35.6 tons [32.4 metric tons] |
Sufficiency rating: | 77.0 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $660,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
February 2016 | 77.0 | Good | Good | Good | Good | FO | 1000 |
March 2015 | 77.0 | Good | Good | Good | Good | FO | 1000 |
February 2014 | 77.0 | Good | Good | Good | Good | FO | 1000 |
February 2013 | 77.0 | Good | Good | Good | Good | FO | 1000 |
December 2011 | 77.0 | Good | Good | Good | Good | FO | 1000 |
October 2010 | 77.0 | Good | Good | Good | Good | FO | 1000 |
September 2009 | 77.0 | Good | Good | Good | Good | FO | 1000 |
November 2008 | 77.0 | Good | Good | Good | Good | FO | 1000 |
October 2007 | 77.0 | Good | Very Good | Good | Good | FO | 1000 |
June 2006 | 77.0 | Good | Very Good | Good | Good | FO | 1000 |
April 2005 | 77.0 | Good | Very Good | Good | Good | FO | 1000 |
January 2004 | 77.0 | Good | Very Good | Good | Good | FO | 1000 |
March 2003 | 77.0 | Good | Very Good | Good | Good | FO | 1000 |
May 2002 | 81.0 | Good | Very Good | Good | Good | - | 1000 |
October 2000 | 81.0 | Good | Very Good | Good | Very Good | - | 900 |
September 1999 | 81.0 | Good | Very Good | Good | Very Good | - | 900 |
December 1998 | 81.0 | Good | Very Good | Very Good | Very Good | - | 900 |
August 1997 | 81.0 | Good | Very Good | Very Good | Very Good | - | 900 |
November 1996 | 81.0 | Good | Very Good | Very Good | Very Good | - | 900 |
November 1995 | 77.0 | Good | Very Good | Very Good | Very Good | - | 900 |
August 1994 | 77.0 | Good | Excellent | Very Good | Very Good | - | 900 |
August 1993 | 77.0 | Good | Excellent | Very Good | Very Good | - | 900 |
September 1992 | 33.0 | Poor | Poor | Fair | Poor | SD | - |
April 1991 | 33.0 | Poor | Poor | Fair | Poor | SD | - |