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WEST 65 ST over N&S RR, RTA RR

Map

Coordinates:
+41.48333, -81.71778
41°28'60" N, 81°43'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:WEST 65 ST over N&S RR, RTA RR
Structure number:1869752
Location:N. OF MADISON AVE/W 65TH
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:81.7 ft. [24.9 m]
Total length:134.5 ft. [41.0 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:31°
Owner:City or Municipal Highway Agency [04]
Year built:1921
Year reconstructed:2005
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: March 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,170 [as of 2015]
Truck traffic:7% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:41.7 tons [37.9 metric tons]
Inventory rating:25.0 tons [22.7 metric tons]
Sufficiency rating:79.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201679.1GoodVery GoodVery GoodVery GoodFO9170
March 201589.6GoodVery GoodVery GoodVery GoodFO11500
April 201392.6GoodVery GoodVery GoodVery Good-11500
April 201292.6GoodVery GoodVery GoodVery Good-11500
April 201191.6GoodVery GoodVery GoodVery Good-11500
April 201091.6GoodVery GoodVery GoodVery Good-11500
April 200991.6GoodVery GoodVery GoodVery Good-11500
June 200891.6GoodVery GoodVery GoodVery Good-11500
August 200691.6GoodExcellentExcellentVery Good-11500
August 20053.0GoodExcellentExcellentGoodSD10350
July 20032.0PoorCriticalSeriousCriticalSD10350
July 200211.5PoorPoorPoorSeriousSD10350
May 200034.4PoorPoorPoorPoorSD10350
May 199934.4PoorPoorPoorPoorSD10350
June 199834.4PoorPoorPoorPoorSD10350
May 199734.4PoorPoorPoorPoorSD10350
March 199634.4PoorPoorPoorPoorSD10350
May 199434.1PoorPoorPoorPoorSD10350
February 199334.1PoorPoorFairPoorSD10350
January 199134.1PoorPoorSatisfactoryPoorSD10350