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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 2014 

Status:Open, no restriction [A]
Average daily traffic:29,303 [as of 2013]
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:64.8 tons [58.9 metric tons]
Inventory rating:38.8 tons [35.3 metric tons]
Sufficiency rating:70.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201470.9Not deficientSatisfactoryFairFair29303
February 201276.1Not deficientSatisfactoryFairFair14036
March 201076.1Not deficientSatisfactoryFairFair14073
March 200876.1Not deficientSatisfactoryFairFair14042
March 200673.3Not deficientSatisfactoryFairFair30764
April 200475.4Not deficientSatisfactoryFairFair24756
March 200274.8Not deficientSatisfactoryFairFair26628
February 200078.6Not deficientSatisfactoryFairFair26026
January 199889.8Not deficientGoodSatisfactorySatisfactory25616
January 199670.4Not deficientGoodFairFair38296
March 199464.6Not deficientSatisfactorySatisfactoryFair37398
March 199265.8Not deficientSatisfactorySatisfactoryFair36736
March 199085.2Not deficientGoodSatisfactorySatisfactory35062