Share:

EAST HARRIS BLVD. over CAMPBELL CREEK

Map

Coordinates:
+35.17854, -80.73505
35°10'43" N, 80°44'06" 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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201696.5FairSatisfactoryGoodGood-16000
May 201496.5FairSatisfactoryGoodGood-16000
May 201297.4FairFairGoodGood-16400
May 201098.5GoodGoodGoodGood-16400
August 200898.5GoodGoodGoodGood-16400
May 200697.4GoodGoodVery GoodVery Good-16400
April 200497.4GoodGoodVery GoodVery Good-16400
July 200297.4GoodGoodVery GoodVery Good-16400
July 200096.4GoodGoodVery GoodVery Good-16400
March 199897.5GoodGoodVery GoodVery Good-16400