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ROOSEVELT BLVD NB over SCHUYLKILL RIVER & ROADS

Map 

Coordinates:
+40.00710, -75.19228
40°00'26" N, 75°11'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ROOSEVELT BLVD NB over SCHUYLKILL RIVER & ROADS
Structure number:000000000038311
Old structure number:670001009000000 (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:201.1 ft. [61.3 m]
Total length:1925.9 ft. [587.0 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:14.4 ft. [4.4 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: March 2015 

Status:Open, no restriction [A]
Average daily traffic:54,710 [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:Good [7 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:63.9
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$8,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201563.9Not deficientGoodFairGood54710
March 201363.9Not deficientGoodFairGood54710
March 201164.2Not deficientGoodFairGood50768
June 201064.2Functionally obsoleteSatisfactoryFairFair50900
July 200863.9Functionally obsoleteSatisfactoryFairFair54645
February 200860.7Functionally obsoleteSatisfactoryFairFair71011
July 200660.7Functionally obsoleteSatisfactoryFairFair70308
July 200460.2Not deficientSatisfactoryFairFair70308
June 200260.4Not deficientSatisfactoryFairFair54071
September 199961.6Not deficientSatisfactoryFairFair52848
20000.0Not applicable---28965
October 199764.0Not deficientSatisfactoryFairSatisfactory49451