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LEVERINGTON AVENUE over MANAYUNK CANAL, NSRC

Map 

Coordinates:
+40.02891, -75.23090
40°01'44" N, 75°13'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:16.7 ft. [5.1 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 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,000 [as of 1985]
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: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 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]
Operating rating:63.9 tons [58.1 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Sufficiency rating:44.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201544.0FairFairFairFairFO2000
September 201344.0FairFairFairFairFO2000
September 201142.0PoorPoorFairFairSD2000
September 200942.0PoorPoorFairFairSD2000
September 200734.0PoorPoorPoorFairSD2000
September 200532.0PoorPoorPoorFairSD2000
September 200336.0PoorPoorPoorFairSD2000
September 200136.0PoorPoorPoorFairSD2000
September 199936.0PoorPoorPoorFairSD2000
September 199736.0PoorPoorPoorFairSD2000
September 199532.0PoorPoorPoorFairSD2000
September 199332.0PoorPoorPoorFairSD2000
September 199132.0PoorPoorPoorFairSD2000