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IDLEWILD ROAD over CAMPBELL CREEK

Map

Coordinates:
+35.18667, -80.73659
35°11'12" N, 80°44'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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]
Operating rating:45.9 tons [41.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:55.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
April 201655.0Fair5 out of 10FO23000
April 201455.0Fair5 out of 10FO23000
April 201255.0Fair5 out of 10FO24000
April 201066.0Good7 out of 10FO24000
April 200866.0Good7 out of 10FO24000
March 200666.0Good7 out of 10FO24000
April 200466.0Good7 out of 10FO24000
July 200266.0Good7 out of 10FO24000
September 200066.0Good7 out of 10FO24000
March 199866.0Good7 out of 10-24000
June 199044.2FairN out of 10SD24000