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ROOSEVELT BLVD.SB over SCHUYLKILL RIVER & ROADS

Map 

Coordinates:
+40.00655, -75.19356
40°00'24" N, 75°11'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ROOSEVELT BLVD.SB over SCHUYLKILL RIVER & ROADS
Structure number:000000000038314
Old structure number:670001009100000 (from 1992 edition)
Location:1MI.S.CITY LINE 3479K09
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:199.2 ft. [60.7 m]
Total length:1990.3 ft. [606.6 m]
Roadway width between curbs:41.0 ft. [12.5 m]
Deck width edge-to-edge:44.6 ft. [13.6 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Owner:State Highway Agency [01]
Year built:1960
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:9
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: February 2015 

Status:Open, no restriction [A]
Average daily traffic:50,938 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:86.8 tons [78.9 metric tons]
Inventory rating:51.9 tons [47.2 metric tons]
Sufficiency rating:66.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201566.3Not deficientGoodFairSatisfactory50938
February 201367.4Not deficientGoodFairSatisfactory50938
February 201167.5Not deficientGoodFairGood49411
June 201067.5Not deficientSatisfactoryFairFair49540
March 200868.1Not deficientSatisfactoryFairFair55286
April 200661.6Functionally obsoleteSatisfactoryFairFair71932
March 200458.9Not deficientSatisfactoryFairFair71932
March 200262.3Not deficientSatisfactoryFairFair54856
September 199962.5Not deficientSatisfactoryFairFair53615
20000.0Not applicable---28965
October 199765.0Not deficientSatisfactorySatisfactoryFair50167