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INTERSTATE 95 over STATE RD/ RR/ PRISON RD

Map

Coordinates:
+40.03137, -75.02157
40°01'53" N, 75°01'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:INTERSTATE 95 over STATE RD/ RR/ PRISON RD
Structure number:000000000038641
Old structure number:670095030000000 (from 1992 edition)
Location:NEAR PRINCTION ST 3482G06
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:150.9 ft. [46.0 m]
Total length:2293.1 ft. [698.9 m]
Roadway width between curbs:115.5 ft. [35.2 m]
Deck width edge-to-edge:121.4 ft. [37.0 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1965
Year reconstructed:2016
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:6
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: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:179,741 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry 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 desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:53.5 tons [48.6 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:73.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,567,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201673.0FairSatisfactoryFairSatisfactory-179741
June 201474.0FairSatisfactoryFairSatisfactory-177102
July 201270.0FairGoodFairSatisfactory-62576
July 201070.0FairGoodFairSatisfactory-59984
July 200870.0FairGoodFairSatisfactory-65835
March 200870.0FairGoodFairSatisfactory-176440
March 200670.0FairGoodFairSatisfactory-166472
March 200432.6PoorPoorSeriousPoor-156308
March 200232.6PoorPoorSeriousPoorSD155824
April 199949.6PoorPoorPoorPoorSD147902
May 199747.0FairFairFairFairFO138285
May 199548.0FairFairFairFairFO131625
May 199348.0FairFairFairFairFO127839
May 199149.0FairSatisfactoryFairFairFO121137