Share:

WHEELER MILL RD. over WHEELER MILL BRANCH

Map

Coordinates:
+31.03130, -85.79451
31°01'53" N, 85°47'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WHEELER MILL RD. over WHEELER MILL BRANCH
Structure number:017359
Location:2 MILES E. OF GENEVA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:17.1 ft. [5.2 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:15.1 ft. [4.6 m]
Deck width edge-to-edge:16.4 ft. [5.0 m]
Owner:County Highway Agency [02]
Year built:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:25 [as of 2016]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:34.7 tons [31.5 metric tons]
Inventory rating:25.6 tons [23.3 metric tons]
Sufficiency rating:62.1
Estimated cost of work:$210,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201662.1FairGoodGoodFair-25
July 201473.1FairGoodGoodSatisfactory-25
July 201373.1GoodGoodGoodGood-25
July 201273.1GoodGoodGoodGood-25
July 201173.1GoodGoodGoodGood-25
July 201073.1GoodGoodGoodGood-25
November 200873.1GoodGoodGoodGood-25
October 200673.1GoodVery GoodVery GoodGood-25
February 200573.1GoodVery GoodVery GoodGood-25
January 200373.1GoodVery GoodVery GoodGood-25
December 200073.1GoodVery GoodVery GoodVery Good-25
February 199973.2GoodVery GoodVery GoodVery Good-25