EAST 89TH ST over N&W/PC RR C&S RAPID-RTA2
Map
Coordinates:
+41.48833, -81.6250041°29'18" N, 81°37'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | EAST 89TH ST over N&W/PC RR C&S RAPID-RTA2 |
Structure number: | 1869795 |
Location: | N. OFF WOODLAND AVE-E 89 |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 44.9 ft. [13.7 m] |
Total length: | 246.1 ft. [75.0 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 60.7 ft. [18.5 m] |
Vertical clearance below bridge: | 19.4 ft. [5.9 m] |
Skew angle: | 35° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1931 |
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: | 6 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2016
Good/Fair/Poor Condition: | Poor |
Status: | Bridge closed to all traffic [K] |
Average daily traffic: | 1,070 [as of 1972] |
Truck traffic: | 9% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Serious [3 out of 9] |
Substructure condition: | Imminent Failure [1 out of 9] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 32.9 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $585,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
March 2016 | 32.9 | Poor | Poor | Serious | Imminent Failure | SD | 1070 |
July 2015 | 32.9 | Poor | Poor | Serious | Imminent Failure | SD | 1070 |
August 2014 | 32.9 | Poor | Poor | Serious | Critical | SD | 1070 |
June 2011 | 42.8 | Poor | Fair | Serious | Serious | SD | 1070 |
August 2010 | 42.8 | Poor | Fair | Poor | Serious | SD | 1070 |
August 2007 | 42.8 | Poor | Fair | Fair | Serious | SD | 1070 |
August 2006 | 57.0 | Poor | Fair | Fair | Poor | SD | 1070 |
April 2005 | 57.0 | Poor | Fair | Fair | Poor | SD | 1070 |
July 2003 | 61.0 | Poor | Satisfactory | Satisfactory | Poor | SD | 1070 |
June 2002 | 88.2 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 1070 |
April 2000 | 88.2 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 1070 |
April 1999 | 88.2 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 1070 |
November 1998 | 88.2 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 1070 |
April 1997 | 35.0 | Poor | Fair | Fair | Critical | SD | 1070 |
October 1995 | 35.0 | Poor | Fair | Fair | Critical | SD | 1070 |
July 1994 | 35.0 | Poor | Fair | Fair | Critical | SD | 1070 |
May 1993 | 30.8 | Poor | Serious | Poor | Critical | SD | 1070 |
July 1991 | 30.8 | Poor | Serious | Poor | Critical | SD | 1070 |