WEST 53 ST over N & S RTA 63 RR
Map
Coordinates:
+41.47000, -81.7233341°28'12" N, 81°43'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WEST 53 ST over N & S RTA 63 RR |
Structure number: | 1866702 |
Location: | SOUTH OFF LORAIN AVE-W 53 |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Local (Urban) [19] |
Length of largest span: | 47.2 ft. [14.4 m] |
Total length: | 137.5 ft. [41.9 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 55.1 ft. [16.8 m] |
Vertical clearance below bridge: | 18.7 ft. [5.7 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1920 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
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: April 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,737 [as of 2015] |
Truck traffic: | 3% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 62.4 tons [56.7 metric tons] |
Inventory rating: | 37.4 tons [34.0 metric tons] |
Sufficiency rating: | 86.9 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $1,050,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
April 2016 | 86.9 | Good | Very Good | Very Good | Very Good | FO | 6737 |
March 2015 | 86.9 | Good | Excellent | Very Good | Very Good | FO | 6737 |
April 2013 | 88.9 | Good | Excellent | Very Good | Very Good | FO | 6737 |
April 2012 | 88.9 | Good | Excellent | Very Good | Very Good | FO | 6737 |
April 2011 | 86.9 | Good | Excellent | Excellent | Excellent | FO | 6737 |
April 2010 | 86.9 | Good | Excellent | Excellent | Excellent | FO | 6737 |
April 2009 | 87.9 | Good | Excellent | Excellent | Excellent | FO | 6737 |
April 2003 | 30.2 | Poor | Serious | Serious | Serious | SD | 2500 |
July 2002 | 30.2 | Poor | Serious | Serious | Serious | SD | 2500 |
May 2000 | 30.2 | Poor | Serious | Serious | Serious | SD | 2500 |
May 1999 | 30.2 | Poor | Serious | Serious | Serious | SD | 2500 |
May 1998 | 30.2 | Poor | Serious | Serious | Serious | SD | 2500 |
May 1997 | 30.2 | Poor | Serious | Serious | Serious | SD | 2500 |
August 1996 | 30.2 | Poor | Serious | Serious | Serious | SD | 2500 |
August 1995 | 30.1 | Poor | Serious | Serious | Serious | SD | 2500 |
March 1994 | 30.1 | Poor | Serious | Serious | Serious | SD | 2500 |
November 1991 | 30.1 | Poor | Serious | Serious | Serious | SD | 2500 |