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Old 81 Loop over Creek - Crawford Co.

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Old 81 Loop over Creek - Crawford Co.
Structure number:000000000020597
Location:0.15 MI E SH 60
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:9.8 ft. [3.0 m]
Total length:21.0 ft. [6.4 m]
Owner:County Highway Agency [02]
Year built:1989
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:150 [as of 1988]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:Navigation protection not required [1]
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:91.5

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
January 2018Good7 out of 1015091.5
January 2016Good7 out of 1015091.5
January 2014Good7 out of 10150100.0
March 2010Good8 out of 10150100.0
April 2006Good8 out of 10150100.0
April 2002Good8 out of 10150100.0
June 1998Good8 out of 10150100.0
July 1994Good9 out of 10150100.0
September 1992Good9 out of 10150100.0
November 1990Good9 out of 1015099.8