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LOCUST GROVE CH RD over BARCLAY BR

Map

Coordinates:
+39.00488, -92.44756
39°00'18" N, 92°26'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LOCUST GROVE CH RD over BARCLAY BR
Structure number:16006
Old structure number:1060024 010 (from 1992 edition)
Location:S 25 T 49 N R 14 W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.9 ft. [9.1 m]
Total length:61.0 ft. [18.6 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:1987
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: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:300 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:77.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016GoodVery GoodGoodVery Good30077.7
April 2015GoodVery GoodGoodVery Good30077.7
March 2013GoodVery GoodGoodVery Good30080.7
April 2011GoodVery GoodGoodVery Good30080.7
April 2009GoodVery GoodGoodVery Good30080.7
April 2007GoodVery GoodVery GoodVery Good30080.7
May 2005GoodVery GoodVery GoodVery Good30080.7
April 2003GoodVery GoodVery GoodVery Good30080.7
April 2001GoodVery GoodVery GoodVery Good30080.7
April 1999GoodVery GoodVery GoodVery Good30080.7
April 1997GoodVery GoodVery GoodVery Good30080.7
February 1995GoodVery GoodVery GoodVery Good30077.7
January 1993GoodExcellentExcellentExcellent30078.7
December 1990GoodExcellentExcellentExcellent30078.7