Share:

SHILOH CROSSING over AVON CREEK

Map

Coordinates:
+39.76439, -86.34085
39°45'52" N, 86°20'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SHILOH CROSSING over AVON CREEK
Structure number:3200236
Location:00.05 N OF US 36
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:20.0 ft. [6.1 m]
Total length:21.7 ft. [6.6 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Owner:County Highway Agency [02]
Year built:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,880 [as of 2014]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:98.7

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
June 2016Fair6 out of 10288098.7
June 2014Fair6 out of 10288098.7
June 2012Fair6 out of 10255099.8
August 2010Fair6 out of 10255099.8
July 2008Fair6 out of 10194896.8
August 2006Good7 out of 10194896.8
September 2004Good8 out of 10194896.8
September 2002Good8 out of 10194896.8
September 2000Good8 out of 10180096.8
June 1998Good8 out of 10180096.8