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MILFORD RD over WILLOW CREEK

Map

Coordinates:
+38.62639, -84.22806
38°37'35" N, 84°13'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MILFORD RD over WILLOW CREEK
Structure number:096C00069N
Location:.5 MI W -BROWN.CORN.IND.
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:39.0 ft. [11.9 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:14.8 ft. [4.5 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Owner:County Highway Agency [02]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:25 [as of 2006]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:75.7 tons [68.8 metric tons]
Inventory rating:45.4 tons [41.3 metric tons]
Sufficiency rating:84.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201684.5FairGoodGoodSatisfactory-25
August 201484.5FairGoodGoodSatisfactory-25
August 201284.5FairGoodGoodSatisfactory-25
August 201084.5FairGoodGoodSatisfactory-25
September 200884.5GoodGoodGoodGood-25
September 200684.5GoodGoodGoodVery Good-25
November 200484.5GoodGoodGoodVery Good-20