US 24 E over BEAR CR


+39.72368, -91.50992
39°43'25" N, 91°30'36" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 24 E over BEAR CR
Structure number:5747
Old structure number:K 290R1 1 (from 1992 edition)
Location:S 19 T 57 N R 5 W
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:42.7 ft. [13.0 m]
Total length:118.1 ft. [36.0 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:34.8 ft. [10.6 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1934
Year reconstructed:1989
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,924 [as of 2017]
Truck traffic:26% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Sufficiency rating:75.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairSatisfactorySatisfactorySatisfactory492475.7
October 2015FairSatisfactorySatisfactorySatisfactory956969.0
October 2013FairSatisfactorySatisfactorySatisfactory759980.3
October 2011FairSatisfactorySatisfactorySatisfactory383285.9
October 2010FairSatisfactorySatisfactoryFair333674.6
October 2008FairSatisfactorySatisfactoryFair334274.5
January 2008FairSatisfactorySatisfactoryFair339874.4
November 2005FairSatisfactorySatisfactoryFair340873.4
November 2003FairSatisfactorySatisfactoryFair359862.6
November 2001FairSatisfactorySatisfactoryFair335163.1
November 2000FairSatisfactorySatisfactoryFair424561.1
November 1999FairSatisfactorySatisfactoryFair412961.3
November 1998FairSatisfactorySatisfactoryFair412961.3
October 1997FairSatisfactorySatisfactoryFair412959.3
November 1996FairSatisfactorySatisfactoryFair361460.4
December 1995FairSatisfactorySatisfactorySatisfactory361471.5
October 1994FairSatisfactorySatisfactorySatisfactory343971.8
December 1993FairSatisfactorySatisfactorySatisfactory270173.1
November 1992FairSatisfactorySatisfactorySatisfactory270174.1
November 1991FairSatisfactorySatisfactorySatisfactory252274.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.70563050250
Reinforced Concrete Top Flangesq. ft.4,0832,9834007000
Wearing Surfacessq. ft.3,7602,7604006000
Concrete Protective Coatingsq. ft.1,4771,477000
Reinforced Concrete Columneach80800
Reinforced Concrete Abutmentlinear ft.112763060
Reinforced Concrete Pier Caplinear ft.66380280
Movable Bearingeach1201200
Steel Protective Coatingsq. ft.1200120
Fixed Bearingeach2402400
Steel Protective Coatingsq. ft.2400240
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.235023500