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SCHUYLKILL EXPWAY. over SCHUYLKILL RIVER;CSX RR

Map 

Coordinates:
+39.94094, -75.19491
39°56'27" N, 75°11'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SCHUYLKILL EXPWAY. over SCHUYLKILL RIVER;CSX RR
Structure number:000000000038495
Old structure number:670076345404140 (from 1992 edition)
Location:UNIVERSISTY AVE 3589K10
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:240.2 ft. [73.2 m]
Total length:1645.1 ft. [501.4 m]
Roadway width between curbs:55.8 ft. [17.0 m]
Deck width edge-to-edge:64.0 ft. [19.5 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1956
Year reconstructed:2010
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:6
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: March 2014 

Status:Open, no restriction [A]
Average daily traffic:95,101 [as of 2013]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:56.9 tons [51.7 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:81.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$15,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201481.3Not deficientSatisfactorySatisfactorySatisfactory95101
March 201284.2Not deficientSatisfactorySatisfactorySatisfactory70134
March 201067.4Not deficientSatisfactorySatisfactorySatisfactory70614
March 200840.0Structurally deficientFairPoorFair69894
March 200638.0Structurally deficientFairPoorFair128814
April 200430.5Structurally deficientFairPoorFair120950
March 200238.0Structurally deficientFairPoorFair124140
January 200040.0Structurally deficientFairPoorFair118139
January 199857.0Not deficientSatisfactoryFairSatisfactory87600
February 199669.0Not deficientFairFairSatisfactory87600
May 199469.0Not deficientFairFairFair87600
May 199269.0Not deficientFairFairSatisfactory87600
May 199070.0Not deficientSatisfactoryFairFair87600