RT C E over CUB CR


+37.78055, -91.01873
37°46'50" N, 91°01'07" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RT C E over CUB CR
Structure number:3597
Old structure number:A4401 1 (from 1992 edition)
Location:S 3 T 35 N R 1 W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:69.9 ft. [21.3 m]
Total length:345.2 ft. [105.2 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1985
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:5
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: September 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:378 [as of 2018]
Truck traffic:11% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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: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:92.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018GoodGoodGoodGood37892.5
September 2016GoodGoodGoodGood38292.5
September 2014GoodGoodGoodGood37492.5
September 2012GoodGoodGoodGood34692.7
October 2010GoodGoodGoodGood38692.4
October 2008GoodGoodGoodGood39892.3
October 2006GoodGoodGoodGood36892.5
December 2004GoodGoodGoodGood44292.1
October 2002GoodGoodGoodGood45092.1
January 2002GoodGoodGoodGood53291.7
November 2000GoodGoodGoodGood54291.7
November 1999GoodGoodGoodGood52691.8
December 1998GoodGoodGoodGood52691.8
November 1997GoodGoodGoodGood52691.8
December 1996GoodGoodGoodGood48592.0
October 1995GoodGoodGoodGood48593.0
November 1994GoodGoodGoodGood46493.1
December 1993GoodGoodGoodGood45693.2
September 1992GoodGoodGoodGood45693.2
October 1991GoodGoodGoodExcellent41793.4