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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 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:44.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201544.0Functionally obsoleteFairFairFair2000
September 201344.0Functionally obsoleteFairFairFair2000
September 201142.0Structurally deficientPoorFairFair2000
September 200942.0Structurally deficientPoorFairFair2000
September 200734.0Structurally deficientPoorPoorFair2000
September 200532.0Structurally deficientPoorPoorFair2000
September 200336.0Structurally deficientPoorPoorFair2000
September 200136.0Structurally deficientPoorPoorFair2000
September 199936.0Structurally deficientPoorPoorFair2000
September 199736.0Structurally deficientPoorPoorFair2000
September 199532.0Structurally deficientPoorPoorFair2000
September 199332.0Structurally deficientPoorPoorFair2000
September 199132.0Structurally deficientPoorPoorFair2000