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EAST HARRIS BLVD. over CAMPBELL CREEK

Map

Coordinates:
+35.17807, -80.73521
35°10'41" N, 80°44'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EAST HARRIS BLVD. over CAMPBELL CREEK
Structure number:000000001190617
Location:0.6 MI.S.JCT.IDLEWILD RD.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:64.0 ft. [19.5 m]
Total length:136.2 ft. [41.5 m]
Roadway width between curbs:65.0 ft. [19.8 m]
Deck width edge-to-edge:75.5 ft. [23.0 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:16,000 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:96.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairSatisfactoryGoodGood1600096.5
May 2014FairSatisfactoryGoodGood1600096.5
May 2012FairFairGoodGood1640097.4
May 2010GoodGoodGoodGood1640098.5
August 2008GoodGoodGoodGood1640098.5
May 2006GoodGoodVery GoodVery Good1640097.4
April 2004GoodGoodVery GoodVery Good1640097.4
July 2002GoodGoodVery GoodVery Good1640097.4
July 2000GoodGoodVery GoodVery Good1640096.4
March 1998GoodGoodVery GoodVery Good1640097.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,3001,300000
Deck
Reinforced Concrete Decksq. ft.10,2507,8355181,8970
Substructure
Reinforced Concrete Abutmentlinear ft.220211900
Reinforced Concrete Pileeach54100
Reinforced Concrete Pier Caplinear ft.273273000
Concrete Protective Coatingsq. ft.725725000
Joints
Compression Jointlinear ft.2282052300
Bearings
Elastomeric Bearingeach4040000
Other Bearingeach4040000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.272256790