SH 64 ML over DRAW


+40.17719, -108.55609
40°10'38" N, 108°33'22" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 64 ML over DRAW
Structure number:D-02-I
Location:15 MI E OF JCT SH 139
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:9.8 ft. [3.0 m]
Total length:21.0 ft. [6.4 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Owner:State Highway Agency [01]
Year built:2000
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: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:Good
Status:Open, no restriction [A]
Average daily traffic:1,100 [as of 2011]
Truck traffic:17% of total traffic
Structural appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Culvert condition:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:67.8 tons [61.6 metric tons]
Inventory rating:53.5 tons [48.6 metric tons]
Sufficiency rating:84.7

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
April 201684.7Good8 out of 10-1100
April 201484.7Good8 out of 10-1100
May 201283.8Good8 out of 10-1200
May 201083.8Good8 out of 10-1200
May 200883.8Good8 out of 10-1200
June 200680.1Good8 out of 10-1600
May 200481.1Good8 out of 10-1489
April 200296.8Good8 out of 10-518
October 200090.3Good8 out of 10-504