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FRANKFORD AVENUE over FRANKFORD CREEK

Map 

Coordinates:
+40.00540, -75.09254
40°00'19" N, 75°05'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FRANKFORD AVENUE over FRANKFORD CREEK
Structure number:000000000038838
Old structure number:672007010019010 (from 1992 edition)
Location:NR.HUNTING PARK AV3481F10
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:85.0 ft. [25.9 m]
Total length:92.9 ft. [28.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1903
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Closed Grating [4]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2016 

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:13,494 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:27.9 tons [25.4 metric tons]
Inventory rating:16.9 tons [15.4 metric tons]
Sufficiency rating:38.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,170,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201638.7PoorPoorPoorPoorSD13494
January 201438.5PoorPoorPoorPoorSD13804
February 201257.6PoorPoorPoorPoorSD12755
March 201058.0PoorPoorPoorFairSD12788
March 200858.0PoorPoorPoorPoorSD12760
April 200630.2PoorPoorPoorCriticalSD12581
April 200444.4PoorPoorPoorSeriousSD12880
March 200244.5PoorPoorPoorSeriousSD12417
December 199962.4PoorPoorPoorPoorSD9294
January 199879.0PoorPoorFairFairSD9013
January 199661.3PoorPoorFairPoorSD13568
March 199461.3PoorPoorFairPoorSD13250
March 199261.4PoorPoorSatisfactoryPoorSD13016
April 199081.4FairGoodFairFair-12214