+39.52795, -84.82596
39°31'41" N, 84°49'33" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:8100031
Location:00.10 N OF CONTRERAS PIKE
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:11.5 ft. [3.5 m]
Total length:42.0 ft. [12.8 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Aluminum, Wrought Iron or Cast Iron [9]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:150 [as of 2017]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:99.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2017Good7 out of 1015099.0
June 2015Good7 out of 1015099.0
May 2013Good7 out of 1015099.0
May 2011Good7 out of 1015083.5
June 2008Good7 out of 1015099.0
June 2006Good7 out of 1015099.0
June 2004Good7 out of 1010099.0
May 2002Good7 out of 1010099.0
May 2000Good8 out of 1010096.0
May 1998Good8 out of 1010096.0
March 1996Good8 out of 1010096.0
May 1994Good8 out of 1010096.0
December 1991Good8 out of 1010096.0
February 1990Good7 out of 1010096.0