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TOWPATH Rd over BURNETTS Creek

Map

Coordinates:
+40.70217, -86.56925
40°42'08" N, 86°34'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TOWPATH Rd over BURNETTS Creek
Structure number:0800119
Location:00.29 E of CR 300 W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:21.7 ft. [6.6 m]
Total length:41.0 ft. [12.5 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Owner:County Highway Agency [02]
Year built:1840
Historic significance:Bridge is on the National Register of Historic Places [1]
Main span material:Masonry [8]
Main span design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:288 [as of 2011]
Truck traffic:5% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:73.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$350,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2017Fair5 out of 1028873.3
July 2015FairN out of 1028873.3
July 2013FairN out of 1028873.3
July 2011FairN out of 1028873.1
August 2009FairN out of 1027772.1
September 2007Fair5 out of 1027781.6
September 2005Poor4 out of 1027262.5
May 2003Poor4 out of 1027062.5
May 2001PoorN out of 1026161.5
March 1999PoorN out of 1026161.8
February 1997PoorN out of 1026161.5
October 1994PoorN out of 1027045.9
January 1993PoorN out of 1027045.9
February 1991PoorN out of 1030043.5