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US64 EB over WELCH CREEK

Map

Coordinates:
+35.82891, -76.78481
35°49'44" N, 76°47'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US64 EB over WELCH CREEK
Structure number:000000001170237
Old structure number:000000000117033 (from 1992 edition)
Location:100 E. OF SR1591
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:29.9 ft. [9.1 m]
Total length:104.0 ft. [31.7 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,600 [as of 2016]
Truck traffic:14% 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:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:87.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairFairFairFair460087.5
May 2016FairFairFairFair385085.1
May 2014FairFairFairGood600080.5
May 2012FairFairFairGood600080.5
June 2010FairSatisfactoryGoodGood550094.1
June 2008FairSatisfactoryGoodGood550094.1
July 2006FairSatisfactorySatisfactoryGood425095.4
January 2004GoodGoodGoodGood400095.7
April 2002GoodGoodGoodGood400095.7
April 2000GoodGoodGoodGood990087.3
June 1998GoodGoodGoodGood930086.9
August 1996FairSatisfactorySatisfactoryGood1000087.2
April 1994GoodGoodGoodGood1000087.5
March 1992GoodGoodGoodGood580091.9
December 1989GoodVery GoodVery GoodVery Good580085.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.1,4281,424040
Deck
Prestressed Concrete Top Flangesq. ft.4,2844,284000
Wearing Surfacessq. ft.3,9232,35080076112
Substructure
Reinforced Concrete Abutmentlinear ft.118980200
Prestressed Concrete Pileeach26121400
Reinforced Concrete Pier Caplinear ft.1941462460
Joints
Pourable Jointlinear ft.8282000
Bearings
Elastomeric Bearingeach8484000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.208012070