Share:

SH 139 ML over LOWER HORSE DRAW

Map

Coordinates:
+39.99375, -108.78144
39°59'37" N, 108°46'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 139 ML over LOWER HORSE DRAW
Structure number:E-01-G
Location:7 MI S OF 64 @ RANGELY
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:19.7 ft. [6.0 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:186.0 ft. [56.7 m]
Skew angle:12°
Owner:State Highway Agency [01]
Year built:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Not applicable [N]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:970 [as of 2011]
Truck traffic:19% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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: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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:89.8 tons [81.6 metric tons]
Inventory rating:80.0 tons [72.7 metric tons]
Sufficiency rating:86.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201686.0GoodGoodGoodGood-970
May 201283.8GoodGoodGoodGood-1200
May 200883.8GoodGoodGoodGood-1200
May 200489.8-----560
May 200090.1GoodGoodGoodGood-525
March 199690.1GoodVery GoodVery GoodVery Good-525
June 199490.9Good----550
June 199186.6Good----460