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LEVERINGTON AVENUE over MANAYUNK CANAL, NSRC

Map

Coordinates:
+40.02900, -75.23080
40°01'44" N, 75°13'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LEVERINGTON AVENUE over MANAYUNK CANAL, NSRC
Structure number:000000000039127
Old structure number:677301002003160 (from 1992 edition)
Location:MANAYUNK 3479-D6
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Local (Urban) [19]
Length of largest span:87.9 ft. [26.8 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:39.7 ft. [12.1 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1929
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,000 [as of 2015]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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 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 the assessed or calculated scour condition. [8]
Sufficiency rating:42.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$967,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairFairFairFair300042.0
September 2015FairFairFairFair200044.0
September 2013FairFairFairFair200044.0
September 2011PoorPoorFairFair200042.0
September 2009PoorPoorFairFair200042.0
September 2007PoorPoorPoorFair200034.0
September 2005PoorPoorPoorFair200032.0
September 2003PoorPoorPoorFair200036.0
September 2001PoorPoorPoorFair200036.0
September 1999PoorPoorPoorFair200036.0
September 1997PoorPoorPoorFair200036.0
September 1995PoorPoorPoorFair200032.0
September 1993PoorPoorPoorFair200032.0
September 1991PoorPoorPoorFair200032.0