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US 287 ML over CLAY CREEK

Map

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

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 287 ML over CLAY CREEK
Structure number:M-26-J
Location:10 M S of LAMAR
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:16.4 ft. [5.0 m]
Total length:95.1 ft. [29.0 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Owner:State Highway Agency [01]
Year built:1976
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:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

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
Structural 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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:39.9 tons [36.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:96.8

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
June 201696.8Good7 out of 10-3800
June 201297.6Good7 out of 10-2900
June 200894.6Good7 out of 10-2900
May 200493.8Good7 out of 10-3789
May 200095.5Good7 out of 10-1747
April 199695.5Good7 out of 10-1747
May 199495.5Good7 out of 10-1850
May 199196.6Good7 out of 10-1700