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SH 10 ML over SAUNDERS ARROYO

Map

Coordinates:
+37.86889, -104.12972
37°52'08" N, 104°07'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 10 ML over SAUNDERS ARROYO
Structure number:M-20-D
Location:1/2 BTWN WLSNBRG-LA JUNTA
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:20.0 ft. [6.1 m]
Total length:73.8 ft. [22.5 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:2010
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:500 [as of 2011]
Truck traffic:32% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry 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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:89.8 tons [81.6 metric tons]
Inventory rating:60.4 tons [54.9 metric tons]
Sufficiency rating:90.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$529,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201690.3GoodVery GoodVery GoodVery Good-500
February 201490.3GoodVery GoodVery GoodVery Good-500
February 201286.8GoodVery GoodVery GoodVery Good-660
January 201073.1GoodVery GoodVery GoodVery Good-660