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ARAMINGO AVENUE over FRANKFORD CREEK

Map

Coordinates:
+39.99888, -75.08649
39°59'56" N, 75°05'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:ARAMINGO AVENUE over FRANKFORD CREEK
Structure number:000000000038853
Old structure number:672009007000000 (from 1992 edition)
Location:.5.MI.TACONY STR. 3591G01
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:76.1 ft. [23.2 m]
Total length:155.8 ft. [47.5 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:94.2 ft. [28.7 m]
Owner:State Highway Agency [01]
Year built:1952
Year reconstructed:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
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: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:28,615 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 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:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:64.9 tons [59.0 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:69.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,230,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201669.1FairSatisfactoryFairFair-28615
February 201470.9FairSatisfactoryFairFair-29303
February 201276.1FairSatisfactoryFairFair-14036
March 201076.1FairSatisfactoryFairFair-14073
March 200876.1FairSatisfactoryFairFair-14042
March 200673.3FairSatisfactoryFairFair-30764
April 200475.4FairSatisfactoryFairFair-24756
March 200274.8FairSatisfactoryFairFair-26628
February 200078.6FairSatisfactoryFairFair-26026
January 199889.8FairGoodSatisfactorySatisfactory-25616
January 199670.4FairGoodFairFair-38296
March 199464.6FairSatisfactorySatisfactoryFair-37398
March 199265.8FairSatisfactorySatisfactoryFair-36736
March 199085.2FairGoodSatisfactorySatisfactory-35062