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CR 1230W over BIG CREEK

Map

Coordinates:
+38.80030, -85.61611
38°48'01" N, 85°36'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 1230W over BIG CREEK
Structure number:3900029
Location:00.04 S of CR 410 N
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:83.0 ft. [25.3 m]
Total length:325.1 ft. [99.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1995
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:4
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:150 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Good [7 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:94.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016GoodGoodVery GoodGood15094.5
November 2014GoodGoodVery GoodGood15092.5
November 2012GoodGoodVery GoodGood15094.5
December 2010GoodGoodVery GoodGood15094.5
December 2008GoodGoodVery GoodGood13594.5
December 2006GoodGoodVery GoodGood13594.5
March 2004GoodGoodVery GoodGood13594.5
January 2002GoodGoodVery GoodGood13594.5
November 1999GoodVery GoodVery GoodVery Good13594.5
November 1997GoodVery GoodVery GoodVery Good13594.5
February 1996GoodVery GoodVery GoodVery Good13594.5
May 1995GoodVery GoodVery GoodVery Good12594.0
February 1994-----24.5
November 1991PoorImminent Failure-Imminent Failure-24.5
January 1990PoorImminent Failure-Imminent Failure10024.4