SR 4036 over FALLS CREEK


+41.47425, -75.77518
41°28'27" N, 75°46'31" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 4036 over FALLS CREEK
Structure number:000000000020842
Old structure number:354036004000000 (from 1992 edition)
Location:NEWTON TWP .5M W SR 4027
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:24.0 ft. [7.3 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:22.3 ft. [6.8 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1937
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Closed Grating [4]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,718 [as of 2016]
Truck traffic:4% 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 corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:63.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$327,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016FairFairFairFair171863.3
August 2014FairFairFairFair174463.3
August 2012FairFairFairFair154063.6
August 2010FairFairFairFair154263.5
September 2008FairFairFairFair154263.5
August 2007PoorFairSeriousFair158030.4
August 2006PoorFairSeriousFair156430.4
August 2004PoorFairPoorFair153949.6
September 2002PoorFairPoorGood161649.4
October 2000PoorFairPoorGood209048.6
November 1998FairFairFairGood204962.8
March 1997PoorFairSeriousFair163030.1
May 1995PoorFairPoorSatisfactory159549.5
July 1993PoorFairPoorSatisfactory154847.4
November 1991PoorSatisfactoryPoorGood150049.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.2161656450
Steel Protective Coatingsq. ft.10,75310,753000
Masonry Abutmentlinear ft.8781600
Concrete Filled Grid Decksq. ft.55525500300
Wearing Surfacessq. ft.55525500300
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.5010049
Steel Protective Coatingsq. ft.10,75310,753000