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HART CREEK RD over HART CR

Map

Coordinates:
+38.70771, -92.31216
38°42'28" N, 92°18'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HART CREEK RD over HART CR
Structure number:23280
Old structure number:40000011 010 (from 1992 edition)
Location:S 6 T 45 N R 12 W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:44.9 ft. [13.7 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:22.6 ft. [6.9 m]
Owner:County Highway Agency [02]
Year built:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:20 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Sufficiency rating:89.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016GoodGoodGoodVery Good2089.6
April 2015GoodGoodGoodVery Good2089.6
March 2013GoodGoodGoodVery Good2092.6
April 2011GoodGoodGoodVery Good2092.6
April 2009GoodGoodGoodVery Good2092.6
April 2007GoodVery GoodGoodVery Good2092.6
May 2005GoodVery GoodGoodVery Good2092.6
April 2003GoodVery GoodGoodVery Good2092.6
May 2001GoodVery GoodGoodVery Good2092.5
April 1999GoodVery GoodVery GoodVery Good2092.5
April 1997GoodVery GoodVery GoodVery Good2092.5
March 1995GoodVery GoodVery GoodVery Good2090.5
March 1993GoodVery GoodVery GoodVery Good2090.5
January 1991GoodExcellentExcellentExcellent10090.5