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RTE 34 over DUNN RD PRKNG ACC, PUTNA

Map

Coordinates:
+43.05813, -76.55883
43°03'29" N, 76°33'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 34 over DUNN RD PRKNG ACC, PUTNA
Structure number:000000001023350
Location:.3 MI S JCT SH 34 & I90
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:147.0 ft. [44.8 m]
Total length:372.1 ft. [113.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:13°
Owner:State Highway Agency [01]
Year built:1990
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:12,613 [as of 2014]
Truck traffic:11% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:83.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,757,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017GoodGoodVery GoodGood1261383.2
April 2015GoodGoodVery GoodGood1275581.9
August 2013GoodGoodVery GoodGood1275581.9
September 2011GoodGoodVery GoodGood1320081.5
August 2009GoodGoodVery GoodGood1201883.7
August 2007GoodGoodVery GoodGood1206288.2
August 2005GoodGoodExcellentGood1206288.2
August 2003GoodGoodExcellentGood1186588.3
August 2001GoodGoodExcellentGood1186588.3
September 1999GoodGoodExcellentVery Good1186587.4
November 1997GoodGoodVery GoodVery Good1017788.8
October 1995FairSatisfactoryVery GoodVery Good1017788.5
August 1993GoodVery GoodVery GoodVery Good959889.0
September 1991GoodVery GoodVery GoodVery Good981688.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,8451,45239300
Steel Protective Coatingsq. ft.22,48719,8072,24736370
Deck
Reinforced Concrete Decksq. ft.15,73414,1601,57400
Wearing Surfacessq. ft.14,78014,780000
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Pier Walllinear ft.2727000
Reinforced Concrete Abutmentlinear ft.1274846330
Reinforced Concrete Pier Caplinear ft.81612000
Joints
Compression Jointlinear ft.8808800
Bearings
Pot Bearingeach2051500
Steel Protective Coatingsq. ft.40200020
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.73829444400