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I-95'DOUBLE DECKER over SCHUYLKILL RIVER,RR,ROAD

Map

Coordinates:
+39.89169, -75.19879
39°53'30" N, 75°11'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:I-95'DOUBLE DECKER over SCHUYLKILL RIVER,RR,ROAD
Structure number:000000000038530
Old structure number:670095015000000 (from 1992 edition)
Location:GIRARD POINT BRD. 3699J08
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:700.2 ft. [213.4 m]
Total length:5167.2 ft. [1574.9 m]
Roadway width between curbs:96.1 ft. [29.3 m]
Deck width edge-to-edge:119.1 ft. [36.3 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Vertical clearance below bridge:3280.7 ft. [999.9 m]
Owner:State Highway Agency [01]
Year built:1973
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:3
Main spans material:Steel continuous [4]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:155,778 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 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:Equal to present minimum criteria [6]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:In place but re-evaluation of design suggested [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Sufficiency rating:77.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$10,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201577.0FairVery GoodSatisfactorySatisfactory-155778
September 201377.0FairVery GoodSatisfactorySatisfactory-97238
September 201176.0FairSatisfactorySatisfactorySatisfactory-69249
April 201165.0FairSatisfactoryFairSatisfactory-38145
July 201065.0FairSatisfactoryFairSatisfactory-38406
November 200965.0FairSatisfactoryFairSatisfactory-40623
July 200867.0FairSatisfactoryFairSatisfactory-40574
May 200868.0FairSatisfactoryFairSatisfactory-125738
May 200680.0FairSatisfactorySatisfactorySatisfactory-118636
May 200469.0FairSatisfactoryFairSatisfactory-111394
May 200268.0FairSatisfactoryFairSatisfactory-105000
November 199969.0FairSatisfactoryFairSatisfactory-109887
October 199769.0FairSatisfactoryFairSatisfactory-107207
August 199549.0FairFairFairSatisfactoryFO97792
June 199350.0FairSatisfactoryFairSatisfactoryFO93080
June 199149.0FairSatisfactoryFairSatisfactoryFO87738