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CR 785 over SIXTEEN MILE CREEK

Map

Coordinates:
+38.23420, -82.11900
38°14'03" N, 82°07'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 785 over SIXTEEN MILE CREEK
Structure number:00000000027A158
Location:0.01 MILE N OF CR 78
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:39.4 ft. [12.0 m]
Total length:39.4 ft. [12.0 m]
Roadway width between curbs:13.5 ft. [4.1 m]
Deck width edge-to-edge:15.1 ft. [4.6 m]
Owner:State Park, Forest, or Reservation Agency [11]
Year built:2006
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
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: February 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2013]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 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 minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:83.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2016GoodVery GoodVery GoodGood5083.3
February 2012GoodVery GoodVery GoodVery Good5084.0
February 2010GoodVery GoodVery GoodVery Good5084.0
January 2008GoodVery GoodVery GoodVery Good5084.0
February 2006GoodExcellentExcellentExcellent5084.0