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CR 650 N over BRANCH OF LYE CREEK

Map

Coordinates:
+40.13502, -86.78382
40°08'06" N, 86°47'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 650 N over BRANCH OF LYE CREEK
Structure number:5400235
Location:00.30 E of CR 600 E
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:4.9 ft. [1.5 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:43.3 ft. [13.2 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year built:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:90 [as of 2014]
Truck traffic:6% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
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:96.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2016Good7 out of 109096.0
April 2014Good7 out of 109096.0
June 2012GoodN out of 108897.0
July 2010GoodN out of 108596.0
June 2008GoodN out of 107596.0
June 2006GoodN out of 107596.0
June 2004GoodN out of 107596.0
June 2002Good7 out of 107598.0