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RAMP A,OFF RAMP NB over WHEATSHEAF LANE

Map 

Coordinates:
+40.02333, -75.07667
40°01'24" N, 75°04'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RAMP A,OFF RAMP NB over WHEATSHEAF LANE
Structure number:000000000039376
Old structure number:678017001031480 (from 1992 edition)
Location:BETSY ROSS INTERCH3591G02
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:87.9 ft. [26.8 m]
Total length:92.9 ft. [28.3 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:44.3 ft. [13.5 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span 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:Poor
Status:Open, no restriction [A]
Average daily traffic:10,465 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:75.8 tons [68.9 metric tons]
Inventory rating:32.9 tons [29.9 metric tons]
Sufficiency rating:61.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$339,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201661.4PoorSatisfactorySatisfactoryPoorSD10465
February 201457.4PoorSatisfactorySatisfactoryPoorSD18959
February 201260.7PoorSatisfactorySatisfactoryPoorSD14393
March 201062.6PoorSatisfactorySatisfactoryPoorSD11552
April 200861.7PoorSatisfactorySatisfactoryPoorSD12867
August 200550.8PoorGoodSatisfactoryPoorSD12477
August 200350.0PoorGoodSatisfactoryPoorSD12159
August 200170.0FairGoodGoodFair-11629
January 199970.2FairSatisfactoryGoodFair-11411
December 199682.9FairGoodVery GoodSatisfactory-8200
January 199583.1FairGoodGoodSatisfactory-8200