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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: January 2015 

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. ratingEvaluationDeckSuper.Sub.ADT
January 201585.5Not deficientGoodSatisfactoryFair4200
February 201585.5Not deficientGoodSatisfactoryFair4200
January 201396.6Not deficientGoodGoodSatisfactory4200
May 201085.5Not deficientGoodSatisfactoryFair4200
June 200896.6Not deficientGoodSatisfactorySatisfactory4200
June 200696.6Not deficientGoodGoodSatisfactory4200
November 200396.6Not deficientGoodGoodSatisfactory4200
May 200196.6Not deficientGoodGoodSatisfactory4200
July 199996.6Not deficientGoodVery GoodGood4200
August 199696.6Not deficientVery GoodVery GoodGood4200
November 199375.6Not deficientVery GoodVery GoodVery Good4200
June 199175.6Not deficientVery GoodVery GoodVery Good4200