+37.89216, -102.61248
37°53'32" N, 102°36'45" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 287 ML over CLAY CREEK
Structure number:M-26-C
Location:12 MILES S. OF LAMAR
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:64.0 ft. [19.5 m]
Total length:305.5 ft. [93.1 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:46.9 ft. [14.3 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1966
Year reconstructed:2008
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,800 [as of 2011]
Truck traffic:45% 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:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:54.2 tons [49.3 metric tons]
Inventory rating:32.6 tons [29.6 metric tons]
Sufficiency rating:95.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201695.2GoodGoodGoodGood-3800
June 201495.2GoodGoodGoodGood-3800
June 201296.0GoodGoodGoodGood-2900
June 201090.8GoodGoodGoodGood-2900
June 200888.8GoodGoodGoodGood-2900
April 200689.7GoodGoodGoodGood-3600
May 200489.6GoodGoodGoodGood-3789
May 200291.1GoodGoodGoodGood-2074
May 200090.9GoodGoodGoodGood-2300
April 199690.9GoodGoodGoodGood-2300
May 199490.9GoodGoodGoodGood-1850
May 199190.2GoodGoodGoodGood-1700