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QUEENS CHAPEL ROAD over CSX RAILROAD

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:QUEENS CHAPEL ROAD over CSX RAILROAD
Structure number:0543
Location:QUEENS CHAPEL OVER RR
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:37.1 ft. [11.3 m]
Total length:106.0 ft. [32.3 m]
Roadway width between curbs:37.1 ft. [11.3 m]
Deck width edge-to-edge:47.6 ft. [14.5 m]
Vertical clearance below bridge:23.6 ft. [7.2 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:1931
Year reconstructed:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,200 [as of 2007]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:87.8 tons [79.8 metric tons]
Inventory rating:52.9 tons [48.1 metric tons]
Sufficiency rating:85.5

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201585.5FairGoodSatisfactoryFair-4200
January 201585.5FairGoodSatisfactoryFair-4200
January 201396.6FairGoodGoodSatisfactory-4200
May 201085.5FairGoodSatisfactoryFair-4200
June 200896.6FairGoodSatisfactorySatisfactory-4200
June 200696.6FairGoodGoodSatisfactory-4200
November 200396.6FairGoodGoodSatisfactory-4200
May 200196.6FairGoodGoodSatisfactory-4200
July 199996.6GoodGoodVery GoodGood-4200
August 199696.6GoodVery GoodVery GoodGood-4200
November 199375.6GoodVery GoodVery GoodVery Good-4200
June 199175.6GoodVery GoodVery GoodVery Good-4200