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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 

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. ratingEvaluationDeckSuper.Sub.ADT
August 201577.0Not deficientVery GoodSatisfactorySatisfactory155778
September 201377.0Not deficientVery GoodSatisfactorySatisfactory97238
September 201176.0Not deficientSatisfactorySatisfactorySatisfactory69249
April 201165.0Not deficientSatisfactoryFairSatisfactory38145
July 201065.0Not deficientSatisfactoryFairSatisfactory38406
November 200965.0Not deficientSatisfactoryFairSatisfactory40623
July 200867.0Not deficientSatisfactoryFairSatisfactory40574
May 200868.0Not deficientSatisfactoryFairSatisfactory125738
May 200680.0Not deficientSatisfactorySatisfactorySatisfactory118636
May 200469.0Not deficientSatisfactoryFairSatisfactory111394
May 200268.0Not deficientSatisfactoryFairSatisfactory105000
November 199969.0Not deficientSatisfactoryFairSatisfactory109887
October 199769.0Not deficientSatisfactoryFairSatisfactory107207
August 199549.0Functionally obsoleteFairFairSatisfactory97792
June 199350.0Functionally obsoleteSatisfactoryFairSatisfactory93080
June 199149.0Functionally obsoleteSatisfactoryFairSatisfactory87738