Share:

WEST 53 ST over TRAIN AVE CONRAIL RR

Map 

Coordinates:
+41.47167, -81.72333
41°28'18" N, 81°43'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WEST 53 ST over TRAIN AVE CONRAIL RR
Structure number:1870092
Location:NORTH OF CLARK AVE.
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Collector (Urban) [17]
Length of largest span:69.9 ft. [21.3 m]
Total length:492.8 ft. [150.2 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:57.1 ft. [17.4 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:24°
Owner:City or Municipal Highway Agency [04]
Year built:1993
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:12
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 2015 

Status:Open, no restriction [A]
Average daily traffic:6,200 [as of 1993]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:80.2 tons [72.9 metric tons]
Inventory rating:48.1 tons [43.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:75.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201575.8Functionally obsoleteFairGoodSatisfactory6200
March 201475.8Functionally obsoleteFairGoodSatisfactory6200
April 201372.8Functionally obsoleteFairGoodSatisfactory6200
September 201274.8Functionally obsoleteFairGoodSatisfactory6200
August 20112.0Structurally deficientFairGoodSatisfactory6200
April 201074.8Functionally obsoleteFairGoodSatisfactory6200
May 200975.8Functionally obsoleteSatisfactoryGoodGood6200
July 200875.8Functionally obsoleteSatisfactoryGoodGood6200
June 200675.8Functionally obsoleteSatisfactoryGoodGood6200
July 200575.8Functionally obsoleteGoodGoodGood6200
June 200375.8Functionally obsoleteGoodVery GoodVery Good6200
July 200275.8Not deficientGoodVery GoodVery Good6200
May 200075.8Not deficientVery GoodExcellentExcellent6200
May 199975.8Not deficientVery GoodExcellentExcellent6200
May 199875.8Not deficientVery GoodExcellentExcellent6200
May 199775.8Not deficientVery GoodExcellentExcellent6200
July 199675.8Not deficientExcellentExcellentExcellent6200
January 199675.7Not deficientExcellentExcellentExcellent6200
March 199475.7Not deficientExcellentExcellentExcellent6200
199478.8Not deficient---6200