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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 2015 

Status:Open, no restriction [A]
Average daily traffic:32 [as of 2006]
Truck traffic:6% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:97.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201597.0Not deficientGoodGoodGood32
September 201497.0Not deficientGoodGoodGood32
November 201397.0Not deficientGoodGoodGood32
October 201294.0Not deficientGoodGoodGood32
October 201194.0Not deficientGoodGoodGood32
March 201191.0Not deficientGoodGoodGood32
October 200963.3Not deficientGoodGoodGood32
October 200863.3Not deficientGoodGoodGood32
October 200763.3Not deficientGoodGoodGood32
October 200663.3Not deficientGoodGoodGood32
September 200563.3Not deficientGoodGoodGood32
September 200463.3Not deficientGoodGoodGood32
September 200363.3Not deficientGoodGoodGood32
September 200263.3Not deficientVery GoodVery GoodVery Good32
September 200063.3Not deficientVery GoodVery GoodVery Good30
September 199961.3Not deficientVery GoodVery GoodVery Good30
September 199861.3Not deficientVery GoodVery GoodVery Good30
June 199761.3Not deficientVery GoodVery GoodVery Good30
March 199660.5Not deficientVery GoodGoodGood200
November 199460.5Not deficientVery GoodGoodGood200
April 199360.5Not deficientVery GoodGoodGood200
December 199160.5Not deficientVery GoodVery GoodVery Good200