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SR 1005 over SUSQUE R, T-425 & T-565

Map

Coordinates:
+41.16522, -77.36619
41°09'55" N, 77°21'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 1005 over SUSQUE R, T-425 & T-565
Structure number:000000000012280
Old structure number:181005004013330 (from 1992 edition)
Location:MCELHATTAN
Purpose:Carries highway over highway and waterway
Route classification:Collector (Urban) [17]
Length of largest span:101.1 ft. [30.8 m]
Total length:1224.1 ft. [373.1 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:47.9 ft. [14.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
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:12
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,066 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:94.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,822,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairFairGoodSatisfactory306694.5
April 2015FairFairGoodSatisfactory367594.0
April 2013PoorPoorGoodSatisfactory374619.1
April 2011PoorPoorGoodSatisfactory378188.6
April 2009PoorPoorGoodSatisfactory354388.9
April 2007PoorPoorGoodSatisfactory354193.0
May 2005PoorPoorGoodSatisfactory328993.1
October 2004PoorPoorGoodSatisfactory325093.2
July 2003PoorPoorGoodSatisfactory321893.2
June 2001PoorPoorGoodSatisfactory316493.3
September 2000PoorPoorGoodSatisfactory182294.5
June 1997PoorPoorGoodSatisfactory310894.1
December 1996PoorSeriousGoodSatisfactory304792.1
June 1995PoorSeriousGoodSatisfactory298792.1
June 1994FairGoodGoodSatisfactory294697.3
June 1993FairGoodGoodSatisfactory291197.4
September 1992FairGoodGoodSatisfactory291197.4
June 1991FairGoodGoodSatisfactory283097.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.8,4008,394600
Deck
Reinforced Concrete Decksq. ft.58,72855,7922,93600
Substructure
Reinforced Concrete Pier Walllinear ft.53630223400
Reinforced Concrete Abutmentlinear ft.1281012700
Joints
Compression Jointlinear ft.9696000
Other Jointlinear ft.4804460034
Bearings
Elastomeric Bearingeach168168000
Bridge Rail
Other Material Bridge Raillinear ft.2,44402,44400