WEST 65 ST over N&S RR, RTA RR


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


Name:WEST 65 ST over N&S RR, RTA RR
Structure number:1869752
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 2015 

Status:Open, no restriction [A]
Average daily traffic:11,500 [as of 2004]
Truck traffic:8% 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: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:106.9 tons [97.2 metric tons]
Inventory rating:80.9 tons [73.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:89.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201589.6Functionally obsoleteVery GoodVery GoodVery Good11500
April 201392.6Not deficientVery GoodVery GoodVery Good11500
April 201292.6Not deficientVery GoodVery GoodVery Good11500
April 201191.6Not deficientVery GoodVery GoodVery Good11500
April 201091.6Not deficientVery GoodVery GoodVery Good11500
April 200991.6Not deficientVery GoodVery GoodVery Good11500
June 200891.6Not deficientVery GoodVery GoodVery Good11500
August 200691.6Not deficientExcellentExcellentVery Good11500
August 20053.0Structurally deficientExcellentExcellentGood10350
July 20032.0Structurally deficientCriticalSeriousCritical10350
July 200211.5Structurally deficientPoorPoorSerious10350
May 200034.4Structurally deficientPoorPoorPoor10350
May 199934.4Structurally deficientPoorPoorPoor10350
June 199834.4Structurally deficientPoorPoorPoor10350
May 199734.4Structurally deficientPoorPoorPoor10350
March 199634.4Structurally deficientPoorPoorPoor10350
May 199434.1Structurally deficientPoorPoorPoor10350
February 199334.1Structurally deficientPoorFairPoor10350
January 199134.1Structurally deficientPoorSatisfactoryPoor10350