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WEST 53 ST over TRAIN AVE CONRAIL RR

Map

Coordinates:
+41.47167, -81.72333
41°28'18" N, 81°43'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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 2016

Good/Fair/Poor Condition:Poor
Status:Bridge closed to all traffic [K]
Average daily traffic:6,200 [as of 1993]
Truck traffic:4% of total traffic
Deck condition:Poor [4 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]
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]
Sufficiency rating:73.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201673.8PoorPoorGoodSatisfactorySD6200
April 201575.8FairFairGoodSatisfactoryFO6200
March 201475.8FairFairGoodSatisfactoryFO6200
April 201372.8FairFairGoodSatisfactoryFO6200
September 201274.8FairFairGoodSatisfactoryFO6200
August 20112.0FairFairGoodSatisfactorySD6200
April 201074.8FairFairGoodSatisfactoryFO6200
May 200975.8FairSatisfactoryGoodGoodFO6200
July 200875.8FairSatisfactoryGoodGoodFO6200
June 200675.8FairSatisfactoryGoodGoodFO6200
July 200575.8GoodGoodGoodGoodFO6200
June 200375.8GoodGoodVery GoodVery GoodFO6200
July 200275.8GoodGoodVery GoodVery Good-6200
May 200075.8GoodVery GoodExcellentExcellent-6200
May 199975.8GoodVery GoodExcellentExcellent-6200
May 199875.8GoodVery GoodExcellentExcellent-6200
May 199775.8GoodVery GoodExcellentExcellent-6200
July 199675.8GoodExcellentExcellentExcellent-6200
January 199675.7GoodExcellentExcellentExcellent-6200
March 199475.7GoodExcellentExcellentExcellent-6200