Green Lane over Schuyl Rv,NSRC,Manayk CN


+40.02642, -75.22772
40°01'35" N, 75°13'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:Green Lane over Schuyl Rv,NSRC,Manayk CN
Structure number:000000000039141
Old structure number:677301004000070 (from 1992 edition)
Location:GREEN LANE 16G12
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:92.9 ft. [28.3 m]
Total length:601.1 ft. [183.2 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:99°
Owner:County Highway Agency [02]
Year built:1928
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Number of main spans:4
Main spans material:Concrete continuous [2]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:20,000 [as of 1981]
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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:97.8 tons [88.9 metric tons]
Inventory rating:90.9 tons [82.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:67.1
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$4,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201567.1Functionally obsoleteFairFairFair20000
September 201367.1Functionally obsoleteFairFairFair20000
September 201167.1Functionally obsoleteFairFairFair20000
September 200967.1Functionally obsoleteFairFairFair20000
September 200767.1Functionally obsoleteFairFairFair20000
September 200548.0Structurally deficientFairFairPoor20000
September 200352.5Structurally deficientFairFairPoor20000
September 200152.5Structurally deficientFairFairPoor20000
September 199952.5Structurally deficientFairFairPoor20000
September 199752.5Structurally deficientFairFairPoor20000
September 199551.0Structurally deficientFairFairPoor20000
September 199351.0Structurally deficientFairFairPoor20000
September 199134.0Structurally deficientPoorFairPoor20000