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DEPUTY PK over BRANCH OF BIG CREEK

Map

Coordinates:
+38.78823, -85.59000
38°47'18" N, 85°35'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DEPUTY PK over BRANCH OF BIG CREEK
Structure number:3900017
Location:00.08 E of CR 1100 W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:83.0 ft. [25.3 m]
Total length:250.0 ft. [76.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:County Highway Agency [02]
Year built:1991
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:3
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:225 [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:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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 desirable criteria [8]
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 GoodVery Good22594.5
November 2014GoodGoodVery GoodVery Good22594.5
November 2012GoodVery GoodVery GoodVery Good22094.4
December 2010GoodVery GoodVery GoodVery Good22094.4
December 2008GoodVery GoodVery GoodVery Good21594.4
December 2006GoodVery GoodVery GoodVery Good21594.4
March 2004GoodVery GoodVery GoodVery Good21594.4
January 2002GoodVery GoodVery GoodVery Good21594.4
November 1999GoodVery GoodVery GoodVery Good21594.4
November 1997GoodVery GoodVery GoodVery Good21594.4
February 1996GoodExcellentExcellentExcellent21594.4
February 1994GoodExcellentExcellentExcellent20093.9
November 1991GoodExcellentExcellentExcellent20093.9
January 1990PoorSeriousSeriousSerious20013.8