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ON RMP.A TO 76 WB over REED STREET;SIDE STREET

Map 

Coordinates:
+39.93701, -75.19903
39°56'13" N, 75°11'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ON RMP.A TO 76 WB over REED STREET;SIDE STREET
Structure number:000000000039389
Old structure number:678018050004100 (from 1992 edition)
Location:S.GRAYS FERRY AV. 3699J01
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:65.0 ft. [19.8 m]
Total length:319.9 ft. [97.5 m]
Roadway width between curbs:20.3 ft. [6.2 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1956
Year reconstructed:1984
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:5
Main spans material:Steel [3]
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 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,430 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition:Bridge not over waterway. [N]
Operating rating:73.8 tons [67.1 metric tons]
Inventory rating:43.9 tons [39.9 metric tons]
Sufficiency rating:79.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$246,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201679.6FairSatisfactorySatisfactoryFair-6430
February 201481.7FairSatisfactorySatisfactoryFair-5325
February 201281.7FairSatisfactorySatisfactoryFair-4756
February 201081.7FairSatisfactorySatisfactoryFair-4373
February 200882.0FairSatisfactorySatisfactoryFair-47
March 200682.0FairGoodSatisfactoryFair-47
February 200482.0FairGoodSatisfactoryFair-46
February 200283.0FairGoodSatisfactoryFair-43
January 200094.0FairGoodGoodSatisfactory-42