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SH 13 ML over WHITE RIVER

Rio Blanco County, Colorado

Map

Coordinates:
+40.02008, -107.96344
40°01'12" N, 107°57'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 13 ML over WHITE RIVER
Structure number:D-05-A
Location:2.5 mi. W of MEEKER
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:133.9 ft. [40.8 m]
Total length:271.7 ft. [82.8 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Skew angle:38°
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+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,800 [as of 2011]
Truck traffic:20% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 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 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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:54.8 tons [49.8 metric tons]
Inventory rating:32.8 tons [29.8 metric tons]
Sufficiency rating:77.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201677.5GoodGoodVery GoodGood-2800
April 201479.1GoodGoodVery GoodGood-2800
April 201278.2GoodVery GoodVery GoodVery Good-3300
June 201078.2GoodVery GoodVery GoodVery Good-3300
April 200878.2GoodVery GoodVery GoodVery Good-3300
April 200681.6GoodVery GoodVery GoodVery Good-2300
May 200483.1GoodVery GoodVery GoodVery Good-2009
April 200285.3GoodVery GoodVery GoodVery Good-1799
September 200181.7GoodVery GoodVery GoodVery Good-1799
January 200182.1GoodVery GoodVery GoodVery Good-1732