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SCHUYLKILL EXWY.WB over NEILL DRIVE

Map 

Coordinates:
+40.00722, -75.19917
40°00'26" N, 75°11'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SCHUYLKILL EXWY.WB over NEILL DRIVE
Structure number:000000000038448
Old structure number:670076340100000 (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:227.0 ft. [69.2 m]
Roadway width between curbs:64.6 ft. [19.7 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Vertical clearance below bridge:37.1 ft. [11.3 m]
Skew angle:21°
Owner:State Highway Agency [01]
Year built:1955
Year reconstructed:1985
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:90,741 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:101.8 tons [92.5 metric tons]
Inventory rating:60.8 tons [55.3 metric tons]
Sufficiency rating:85.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201485.0Not deficientSatisfactoryGoodSatisfactory90741
February 201285.0Not deficientSatisfactoryGoodSatisfactory58964
March 201085.0Not deficientSatisfactoryGoodSatisfactory59368
March 200885.0Not deficientSatisfactoryGoodSatisfactory98103