+39.40817, -92.05777
39°24'29" N, 92°03'28" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COUNTY RD 835 over BEE CR
Structure number:13868
Old structure number:05000041 069 (from 1992 edition)
Location:S 5 T 53 N R 10 W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:39.0 ft. [11.9 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:20.3 ft. [6.2 m]
Owner:County Highway Agency [02]
Year built:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: May 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:Very Good [8 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 minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Operating rating:50.5 tons [45.9 metric tons]
Inventory rating:30.7 tons [27.9 metric tons]
Sufficiency rating:92.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201692.9GoodVery GoodGoodGood-20
May 201492.9GoodVery GoodGoodVery Good-20
May 201295.9GoodExcellentVery GoodVery Good-20
July 201095.9GoodExcellentVery GoodVery Good-20
July 200895.9GoodExcellentVery GoodVery Good-20
June 200695.9GoodExcellentVery GoodVery Good-20
June 200495.9GoodExcellentVery GoodExcellent-20
June 200295.9GoodExcellentVery GoodExcellent-20
June 200095.9GoodExcellentVery GoodExcellent-20
June 199995.9GoodExcellentExcellentExcellent-20