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EAST HARRIS BLVD. over CAMPBELL CREEK

Map 

Coordinates:
+35.17854, -80.73505
35°10'43" N, 80°44'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:MS 18+Mod / HS 20+Mod [6]
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 2014 

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]
Operating rating:90.9 tons [82.6 metric tons]
Inventory rating:53.9 tons [49.0 metric tons]
Sufficiency rating:96.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201496.5Not deficientSatisfactoryGoodGood16000
May 201297.4Not deficientFairGoodGood16400
May 201098.5Not deficientGoodGoodGood16400
August 200898.5Not deficientGoodGoodGood16400
May 200697.4Not deficientGoodVery GoodVery Good16400
April 200497.4Not deficientGoodVery GoodVery Good16400
July 200297.4Not deficientGoodVery GoodVery Good16400
July 200096.4Not deficientGoodVery GoodVery Good16400
March 199897.5Not deficientGoodVery GoodVery Good16400