FULTON ROAD over TRAIN AVE N&S GCRTA55 CR
Map
Coordinates:
+41.47500, -81.7083341°28'30" N, 81°42'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | FULTON ROAD over TRAIN AVE N&S GCRTA55 CR |
Structure number: | 1869663 |
Location: | S OFF LORAIN AVE-FULTON |
Purpose: | Carries highway and pedestrian walkway over highway and railroad |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 108.9 ft. [33.2 m] |
Total length: | 487.9 ft. [148.7 m] |
Roadway width between curbs: | 45.9 ft. [14.0 m] |
Deck width edge-to-edge: | 60.0 ft. [18.3 m] |
Vertical clearance below bridge: | 24.6 ft. [7.5 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1901 |
Year reconstructed: | 1986 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 6 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: April 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 14,814 [as of 2015] |
Truck traffic: | 4% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Underclearances appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 66.7 tons [60.6 metric tons] |
Inventory rating: | 39.9 tons [36.3 metric tons] |
Sufficiency rating: | 75.5 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
April 2016 | 75.5 | Fair | Satisfactory | Satisfactory | Good | FO | 14814 |
April 2015 | 63.8 | Fair | Satisfactory | Satisfactory | Good | FO | 1600 |
May 2014 | 79.5 | Fair | Satisfactory | Satisfactory | Good | FO | 1600 |
April 2013 | 79.5 | Fair | Satisfactory | Satisfactory | Good | FO | 1600 |
August 2012 | 79.5 | Fair | Satisfactory | Satisfactory | Good | FO | 1600 |
September 2011 | 80.5 | Fair | Satisfactory | Good | Very Good | FO | 1600 |
June 2010 | 80.5 | Fair | Satisfactory | Good | Very Good | FO | 1600 |
May 2008 | 80.5 | Good | Good | Good | Good | FO | 1600 |
April 2007 | 80.5 | Good | Good | Good | Good | FO | 1600 |
April 2006 | 80.5 | Good | Good | Good | Good | FO | 1600 |
August 2005 | 80.5 | Good | Good | Good | Good | FO | 1600 |
November 2003 | 80.5 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 1600 |
November 2002 | 80.5 | Good | Good | Good | Good | FO | 1600 |
July 2000 | 80.5 | Good | Very Good | Excellent | Very Good | FO | 1600 |
July 1999 | 80.5 | Good | Very Good | Excellent | Very Good | FO | 1600 |
July 1998 | 80.5 | Good | Very Good | Excellent | Very Good | FO | 1600 |
July 1997 | 80.5 | Good | Very Good | Excellent | Very Good | FO | 1600 |
November 1996 | 80.5 | Good | Very Good | Excellent | Very Good | FO | 1600 |
August 1995 | 80.5 | Good | Very Good | Excellent | Very Good | FO | 1600 |
May 1994 | 80.5 | Good | Very Good | Excellent | Very Good | - | 1600 |
June 1993 | 78.5 | Good | Very Good | Excellent | Very Good | - | 1600 |
May 1991 | 78.5 | Good | Excellent | Excellent | Very Good | - | 1600 |