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DELAWARE EXPWAY. over FRANKFORD CREEK

Map 

Coordinates:
+39.99606, -75.08301
39°59'46" N, 75°04'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DELAWARE EXPWAY. over FRANKFORD CREEK
Structure number:000000000038615
Old structure number:670095026008120 (from 1992 edition)
Location:NR.LUZERNE ST. 3591G01
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:88.9 ft. [27.1 m]
Total length:181.1 ft. [55.2 m]
Roadway width between curbs:140.1 ft. [42.7 m]
Deck width edge-to-edge:147.6 ft. [45.0 m]
Skew angle:24°
Owner:State Highway Agency [01]
Year built:1968
Year reconstructed:2010
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:2
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:190,294 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Sufficiency rating:80.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201680.0FairFairSatisfactorySatisfactory-190294
March 201480.0FairFairSatisfactorySatisfactory-187500
March 201280.0FairFairSatisfactorySatisfactory-86781
April 201069.0FairFairFairFair-72642
April 200853.0PoorFairFairPoorSD70717
June 200555.0PoorFairFairPoorSD168510
June 200355.0PoorFairFairPoorSD158530
July 200155.0PoorFairFairPoorSD150885
January 199954.0PoorFairFairPoorSD134161
December 199670.0FairFairFairFair-126051
January 199555.0PoorFairFairPoorSD119394
March 199356.0PoorFairSatisfactoryPoorSD119394
March 199157.0PoorFairSatisfactoryPoorSD138241