CR 700S over WITHE Creek


+40.18625, -86.67399
40°11'11" N, 86°40'26" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 700S over WITHE Creek
Structure number:1200154
Location:00.10 W of CR 880 W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:14.1 ft. [4.3 m]
Total length:32.8 ft. [10.0 m]
Roadway width between curbs:21.3 ft. [6.5 m]
Deck width edge-to-edge:23.3 ft. [7.1 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year built:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:102 [as of 2014]
Truck traffic:2% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Culvert condition:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:50.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$179,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2018Poor4 out of 1010250.4
May 2016Fair5 out of 1010268.6
May 2014Fair5 out of 1010268.6
May 2012Poor4 out of 1010060.1
May 2010Poor4 out of 1010066.0
April 2008Poor4 out of 1010066.0
February 2006Poor4 out of 1010066.0
February 2004FairN out of 1010081.0
March 2002FairN out of 1010081.0
February 2000FairN out of 1010093.0
January 1998FairN out of 1010093.0
February 1996FairN out of 1010093.0
February 1994FairN out of 1010093.0
October 1991Fair5 out of 1010062.2
October 1989Fair5 out of 1010077.0