I 25 ML over DRAW


+37.99176, -104.76536
37°59'30" N, 104°45'55" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 25 ML over DRAW
Structure number:M-17-R
Location:2 MI NO OF JCT SH 165
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:17.1 ft. [5.2 m]
Total length:35.4 ft. [10.8 m]
Deck width edge-to-edge:128.0 ft. [39.0 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1926
Year reconstructed:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,000 [as of 2011]
Truck traffic:13% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:39.9 tons [36.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:78.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,064,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
April 201678.7Fair6 out of 10-15000
April 201478.7Fair6 out of 10-15000
April 201278.2Fair6 out of 10-16800
April 201078.2Fair6 out of 10-16800
September 200848.2Poor4 out of 10SD16800
May 200648.0Poor4 out of 10SD17200
May 200449.5Poor4 out of 10SD14110
May 200249.4Poor4 out of 10SD14184
May 200049.8Poor4 out of 10SD13300
June 199849.8Poor4 out of 10SD13300
April 199651.1Poor4 out of 10SD10600
April 199451.6Poor4 out of 10SD9900
May 199280.3Fair6 out of 10-9900
April 199080.7Fair6 out of 10-8250