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RampC 95NB-Armingo over FRANKFORD CREEK

Map 

Coordinates:
+39.99592, -75.08154
39°59'45" N, 75°04'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RampC 95NB-Armingo over FRANKFORD CREEK
Structure number:000000000040827
Old structure number:678017002005000 (from 1992 edition)
Location:BETSY ROSS INTERCH3591G01
Purpose:Carries highway overpass over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:80.1 ft. [24.4 m]
Total length:160.1 ft. [48.8 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:32.5 ft. [9.9 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:4,028 [as of 2014]
Truck traffic:25% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Inventory rating:55.9 tons [50.8 metric tons]
Sufficiency rating:99.8
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201599.8Not deficientSatisfactoryGoodGood4028
August 201399.8Not deficientSatisfactoryGoodGood4028
August 201199.8Not deficientSatisfactoryGoodGood3532
July 200999.9Not deficientSatisfactoryGoodGood3289
April 200799.4Not deficientSatisfactoryGoodGood12867
February 200598.9Not deficientGoodGoodGood12305
August 200296.9Not deficientGoodExcellentExcellent11862
August 200096.9Not deficient---11594