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US64 WBL over WELCH CREEK

Map

Coordinates:
+35.82907, -76.78489
35°49'45" N, 76°47'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US64 WBL over WELCH CREEK
Structure number:000000001170033
Location:100 EAST OF JCT. SR 1591
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:33.1 ft. [10.1 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:1,500 [as of 2017]
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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:87.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairFairFairFair150087.8
May 2016FairSatisfactorySatisfactoryFair600081.6
May 2014FairFairFairSatisfactory600080.5
May 2012FairFairFairGood400083.0
June 2010GoodGoodGoodGood430095.4
June 2008FairSatisfactorySatisfactoryGood550094.1
July 2006FairSatisfactorySatisfactoryGood425095.4
January 2004FairSatisfactorySatisfactoryGood400095.7
April 2002FairSatisfactorySatisfactoryGood400093.7
April 2000FairSatisfactorySatisfactoryGood990087.3
June 1998FairSatisfactorySatisfactoryGood950087.8
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.1,4281,4100135
Deck
Prestressed Concrete Top Flangesq. ft.4,2844,284000
Wearing Surfacessq. ft.4,0643,64404200
Substructure
Reinforced Concrete Abutmentlinear ft.118114220
Prestressed Concrete Pileeach26121400
Reinforced Concrete Pier Caplinear ft.1941400540
Joints
Pourable Jointlinear ft.8282000
Bearings
Elastomeric Bearingeach8484000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2521863630