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GIRARD AVENUE over SCHUYL. RIVER & KELLY DR

Map 

Coordinates:
+39.97500, -75.19333
39°58'30" N, 75°11'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GIRARD AVENUE over SCHUYL. RIVER & KELLY DR
Structure number:000000000038389
Old structure number:670013009002520 (from 1992 edition)
Location:FAIRMOUNT PARK 3589K04
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:196.9 ft. [60.0 m]
Total length:734.9 ft. [224.0 m]
Roadway width between curbs:69.9 ft. [21.3 m]
Deck width edge-to-edge:101.1 ft. [30.8 m]
Vertical clearance below bridge:3280.7 ft. [999.9 m]
Owner:State Highway Agency [01]
Year built:1972
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:3
Main spans material:Steel [3]
Main spans design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:29,889 [as of 2013]
Truck traffic:6% of total traffic
Deck condition:Fair [5 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:Superior to present desirable criteria [9]
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:65.8 tons [59.8 metric tons]
Inventory rating:38.8 tons [35.3 metric tons]
Sufficiency rating:76.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201476.8Not deficientFairFairFair29889
May 201281.0Not deficientFairSatisfactoryFair14723
May 201081.0Not deficientFairSatisfactoryFair14761
May 200892.3Not deficientFairSatisfactorySatisfactory15681
May 200684.1Functionally obsoleteFairSatisfactorySatisfactory31687
April 200483.0Functionally obsoleteFairSatisfactorySatisfactory36249