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IDLEWILD ROAD over CAMPBELL CREEK

Map

Coordinates:
+35.18669, -80.73658
35°11'12" N, 80°44'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IDLEWILD ROAD over CAMPBELL CREEK
Structure number:000000001190445
Location:.04 MI.W.JCT.IDLEBROOK RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:42.0 ft. [12.8 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:62.7 ft. [19.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1991
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:4
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:23,000 [as of 2012]
Truck traffic:7% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:55.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2016Fair5 out of 102300055.0
April 2014Fair5 out of 102300055.0
April 2012Fair5 out of 102400055.0
April 2010Good7 out of 102400066.0
April 2008Good7 out of 102400066.0
March 2006Good7 out of 102400066.0
April 2004Good7 out of 102400066.0
July 2002Good7 out of 102400066.0
September 2000Good7 out of 102400066.0
March 1998Good7 out of 102400066.0
June 1990FairN out of 102400044.2