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ALLEN MILL ROAD over RICHLAND CREEK

Map

Coordinates:
+32.69396, -84.44427
32°41'38" N, 84°26'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:ALLEN MILL ROAD over RICHLAND CREEK
Structure number:000000026350620
Location:6 MI N OF JUNCTION CITY
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:49.9 ft. [15.2 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:13.8 ft. [4.2 m]
Deck width edge-to-edge:14.1 ft. [4.3 m]
Owner:County Highway Agency [02]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:50 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:27.7 tons [25.2 metric tons]
Inventory rating:16.8 tons [15.3 metric tons]
Sufficiency rating:54.0
Estimated cost of work:$213,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201554.0FairSatisfactoryGoodGood-50
December 201353.0FairFairGoodGood-50
January 201250.0FairFairGoodGoodFO104
January 201057.8FairFairVery GoodGoodFO140
January 200857.8FairFairVery GoodGoodFO140
December 200560.8FairFairVery GoodGood-70
December 200360.8FairFairVery GoodGood-100
January 200270.5FairFairVery GoodGood-100
January 200063.4FairFairVery GoodGood-90
January 199863.4FairFairGoodGood-90
January 199663.4FairFairGoodGood-90