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SCHUYLKILL EXWY.EB over NEILL DRIVE

Map 

Coordinates:
+40.00694, -75.19972
40°00'25" N, 75°11'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SCHUYLKILL EXWY.EB over NEILL DRIVE
Structure number:000000000038445
Old structure number:670076340000000 (from 1992 edition)
Location:NR.CITY LINE AVE. 3479J09
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:77.1 ft. [23.5 m]
Total length:224.1 ft. [68.3 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:55.4 ft. [16.9 m]
Vertical clearance below bridge:45.9 ft. [14.0 m]
Skew angle:21°
Owner:State Highway Agency [01]
Year built:1956
Year reconstructed:1972
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:3
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: January 2014 

Status:Open, no restriction [A]
Average daily traffic:110,451 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:103.7 tons [94.3 metric tons]
Inventory rating:61.8 tons [56.2 metric tons]
Sufficiency rating:79.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201479.0Not deficientGoodSatisfactorySatisfactory110451
February 201279.0Not deficientGoodSatisfactorySatisfactory58928
March 201079.0Not deficientGoodSatisfactorySatisfactory59331
March 200879.0Not deficientGoodSatisfactorySatisfactory98103