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SR1008 CHESTNUT ST over LACKAWANNA RIVER

Map

Coordinates:
+41.54214, -75.53631
41°32'32" N, 75°32'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1008 CHESTNUT ST over LACKAWANNA RIVER
Structure number:000000000020673
Old structure number:351008001003530 (from 1992 edition)
Location:MAYFIELD BO 353'E SR 1023
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:75.1 ft. [22.9 m]
Total length:76.1 ft. [23.2 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:53.2 ft. [16.2 m]
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:2010
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:743 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:86.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$459,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairVery GoodVery GoodFair74386.7
May 2014FairExcellentExcellentSatisfactory75597.7
May 2012FairExcellentExcellentSatisfactory76097.7
May 2010FairExcellentExcellentSatisfactory89597.7
May 2008PoorFairPoorSatisfactory89168.5
May 2006PoorSatisfactoryPoorSatisfactory91769.5
July 2004FairSatisfactoryFairSatisfactory89386.6
July 2002FairSatisfactoryFairSatisfactory88685.6
August 2000FairSatisfactoryFairSatisfactory290985.7
October 1998FairGoodFairSatisfactory285885.8
February 1997FairGoodFairSatisfactory270884.8
June 1995FairGoodFairSatisfactory264284.9
April 1994FairGoodSatisfactorySatisfactory264297.0
August 1993FairGoodFairSatisfactory82786.6
September 1991FairVery GoodFairGood77986.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.979979000
Deck
Reinforced Concrete Decksq. ft.3,9923,992000
Substructure
Reinforced Concrete Abutmentlinear ft.118113500
Joints
Pourable Jointlinear ft.106106000
Bearings
Elastomeric Bearingeach2626000
Bridge Rail
Other Material Bridge Raillinear ft.151151000