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SPRING GARDEN STR. over SCHUYLKILL R,W RIVER DR

Map 

Coordinates:
+39.96441, -75.18280
39°57'52" N, 75°10'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SPRING GARDEN STR. over SCHUYLKILL R,W RIVER DR
Structure number:000000000038972
Old structure number:673014003002290 (from 1992 edition)
Location:NEAR ART MUSEMUM 3590A06
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:191.9 ft. [58.5 m]
Total length:442.0 ft. [134.7 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:57.4 ft. [17.5 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1966
Year reconstructed:2015
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:3
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: June 2015 

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:24,112 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:43.9 tons [39.9 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:33.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$3,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201533.5PoorSatisfactoryPoorSatisfactory-24112
March 201432.4PoorFairPoorSatisfactorySD24323
March 201233.1PoorFairPoorSatisfactorySD15587
March 201052.3PoorFairPoorSatisfactorySD10785
March 200878.5FairFairFairSatisfactory-10761
April 200672.2FairFairFairSatisfactoryFO19364
April 200470.8FairFairFairSatisfactoryFO23905
March 200250.3FairFairFairSatisfactoryFO23045
September 199951.9FairFairFairSatisfactoryFO15878
October 199762.0FairSatisfactorySatisfactorySatisfactoryFO23306
November 199547.8FairFairFairGoodFO22270
February 199448.1FairFairFairGoodFO21748
February 199249.2FairFairFairGoodFO20048