Green Lane over Schuyl Rv,NSRC,Manayk CN


+40.02680, -75.22740
40°01'36" N, 75°13'39" 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:W of Main Street 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 [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
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]
Sufficiency rating:67.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,736,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairFairFairFair2000067.1
September 2015FairFairFairFair2000067.1
September 2013FairFairFairFair2000067.1
September 2011FairFairFairFair2000067.1
September 2009FairFairFairFair2000067.1
September 2007FairFairFairFair2000067.1
September 2005PoorFairFairPoor2000048.0
September 2003PoorFairFairPoor2000052.5
September 2001PoorFairFairPoor2000052.5
September 1999PoorFairFairPoor2000052.5
September 1997PoorFairFairPoor2000052.5
September 1995PoorFairFairPoor2000051.0
September 1993PoorFairFairPoor2000051.0
September 1991PoorPoorFairPoor2000034.0