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MOHR ROAD over HOAGLIN CREEK * MOHR

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MOHR ROAD over HOAGLIN CREEK * MOHR
Structure number:8132577
Location:0.60 MI E JCT SR 127
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:60.0 ft. [18.3 m]
Total length:65.0 ft. [19.8 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Corrugated Steel [6]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:324 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
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:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:81.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201681.0GoodGoodGoodGood-324
September 201597.0GoodGoodGoodGood-32
September 201497.0GoodGoodGoodGood-32
November 201397.0GoodGoodGoodGood-32
October 201294.0GoodGoodGoodGood-32
October 201194.0GoodGoodGoodGood-32
March 201191.0GoodGoodGoodGood-32
October 200963.3GoodGoodGoodGood-32
October 200863.3GoodGoodGoodGood-32
October 200763.3GoodGoodGoodGood-32
October 200663.3GoodGoodGoodGood-32
September 200563.3GoodGoodGoodGood-32
September 200463.3GoodGoodGoodGood-32
September 200363.3GoodGoodGoodGood-32
September 200263.3GoodVery GoodVery GoodVery Good-32
September 200063.3GoodVery GoodVery GoodVery Good-30
September 199961.3GoodVery GoodVery GoodVery Good-30
September 199861.3GoodVery GoodVery GoodVery Good-30
June 199761.3GoodVery GoodVery GoodVery Good-30
March 199660.5GoodVery GoodGoodGood-200
November 199460.5GoodVery GoodGoodGood-200
April 199360.5GoodVery GoodGoodGood-200
December 199160.5GoodVery GoodVery GoodVery Good-200