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SR 1009 MARKET ST over SUSQUEHANNA RIVER

Map

Coordinates:
+41.24977, -75.88553
41°14'59" N, 75°53'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 1009 MARKET ST over SUSQUEHANNA RIVER
Structure number:000000000023967
Old structure number:401009002000820 (from 1992 edition)
Location:WILKES BARRE OVER SUSQ RV
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:129.9 ft. [39.6 m]
Total length:1274.0 ft. [388.3 m]
Roadway width between curbs:53.8 ft. [16.4 m]
Deck width edge-to-edge:93.5 ft. [28.5 m]
Owner:State Highway Agency [01]
Year built:1926
Year reconstructed:1986
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Number of main spans:12
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:17,965 [as of 2018]
Truck traffic:3% 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 replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:63.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$27,248,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairFairFairFair1796563.0
October 2016FairFairFairFair1803263.0
October 2014FairFairFairFair1365666.0
October 2012FairSatisfactorySatisfactoryFair773468.3
October 2010FairSatisfactorySatisfactoryFair772768.3
October 2008FairSatisfactorySatisfactorySatisfactory1017779.2
September 2006FairSatisfactorySatisfactorySatisfactory1880377.6
July 2005FairSatisfactorySatisfactorySatisfactory1858077.6
November 2004FairSatisfactorySatisfactorySatisfactory1858077.6
September 2003Fair-SatisfactorySatisfactory1913674.5
November 2002Fair-SatisfactorySatisfactory1883574.6
December 2000FairSatisfactorySatisfactorySatisfactory1819377.7
January 1999FairSatisfactorySatisfactorySatisfactory1819377.7
April 1997FairSatisfactorySatisfactorySatisfactory2094777.2
June 1995FairFairFairSatisfactory2007464.3
October 1993FairSatisfactorySatisfactorySatisfactory1937055.9
January 1992FairSatisfactorySatisfactorySatisfactory1937055.9
March 1990FairSatisfactorySatisfactorySatisfactory1862956.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Deck
Reinforced Concrete Decksq. ft.118,63098,46320,16700
Superstructure
Reinforced Concrete Archlinear ft.6,5114,8867918340
Reinforced Concrete Floor Beamlinear ft.4,3203,3074325810
Substructure
Reinforced Concrete Pier Walllinear ft.1,2247493261490
Reinforced Concrete Abutmentlinear ft.1951365900
Joints
Compression Jointlinear ft.2,2322,04518700
Bridge Rail
Other Material Bridge Raillinear ft.2,5522,00354900