+41.56464, -75.70695
41°33'53" N, 75°42'25" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 0407 TR 407 over LACKAWANNA LAKE
Structure number:000000000020600
Old structure number:350407013000000 (from 1992 edition)
Location:BENTON TWP .1 M N TR 524
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:64.0 ft. [19.5 m]
Total length:191.9 ft. [58.5 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:55.1 ft. [16.8 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:1,681 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Satisfactory [6 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:Equal to present desirable criteria [8]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:81.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$458,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016PoorSeriousSatisfactoryFair168181.7
August 2014PoorSeriousSatisfactorySatisfactory155194.0
August 2012PoorPoorSatisfactorySatisfactory156595.0
August 2010PoorPoorSatisfactorySatisfactory204894.7
August 2008PoorPoorSatisfactorySatisfactory204894.7
August 2006FairSatisfactorySatisfactorySatisfactory203897.8
August 2004FairSatisfactorySatisfactorySatisfactory180697.9
August 2002FairSatisfactorySatisfactorySatisfactory175697.9
October 2000FairSatisfactorySatisfactorySatisfactory248097.5
October 1998FairFairSatisfactoryGood243196.5
March 1997FairSatisfactorySatisfactoryFair233687.4
April 1995FairFairSatisfactoryFair156681.8
August 1993FairSatisfactorySatisfactoryFair152082.9
September 1991FairSatisfactorySatisfactoryFair147382.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Prestressed Concrete Closed Web/Box Girderlinear ft.1,1171,112050
Reinforced Concrete Decksq. ft.10,4759,95152400
Reinforced Concrete Pier Walllinear ft.8888000
Reinforced Concrete Abutmentlinear ft.184018400
Reinforced Concrete Pier Caplinear ft.156015330
Pourable Jointlinear ft.156000156
Compression Jointlinear ft.156000156
Elastomeric Bearingeach3636000
Bridge Rail
Other Material Bridge Raillinear ft.381377400