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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 

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. ratingEvaluationDeckSuper.Sub.ADT
June 201533.5Not deficientSatisfactoryPoorSatisfactory24112
March 201432.4Structurally deficientFairPoorSatisfactory24323
March 201233.1Structurally deficientFairPoorSatisfactory15587
March 201052.3Structurally deficientFairPoorSatisfactory10785
March 200878.5Not deficientFairFairSatisfactory10761
April 200672.2Functionally obsoleteFairFairSatisfactory19364
April 200470.8Functionally obsoleteFairFairSatisfactory23905
March 200250.3Functionally obsoleteFairFairSatisfactory23045
September 199951.9Functionally obsoleteFairFairSatisfactory15878
October 199762.0Functionally obsoleteSatisfactorySatisfactorySatisfactory23306
November 199547.8Functionally obsoleteFairFairGood22270
February 199448.1Functionally obsoleteFairFairGood21748
February 199249.2Functionally obsoleteFairFairGood20048