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COUNTY ROUTE 23 over INDIAN CREEK

Map

Coordinates:
+37.52955, -80.77010
37°31'46" N, 80°46'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COUNTY ROUTE 23 over INDIAN CREEK
Structure number:00000000032A035
Location:0.54 Miles E. of CR 23/2
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:64.0 ft. [19.5 m]
Total length:133.5 ft. [40.7 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Skew angle:60°
Owner:State Highway Agency [01]
Year built:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:166 [as of 2015]
Truck traffic:8% of total traffic
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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:89.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairGoodGoodSatisfactory16689.4
February 2013GoodVery GoodVery GoodGood15089.4
February 2009GoodVery GoodVery GoodVery Good15089.3
February 2005GoodVery GoodVery GoodVery Good15089.3
March 2001GoodVery GoodVery GoodVery Good15089.3
March 1999GoodExcellentExcellentVery Good15089.3
February 1997GoodExcellentExcellentVery Good15089.3
March 1995GoodExcellentExcellentExcellent15088.3
February 1993PoorSatisfactoryCriticalPoor15014.2
February 1991PoorSatisfactorySeriousPoor15017.7