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US 285 ML over SAGUACHE CREEK

Map 

Coordinates:
+38.07083, -106.14229
38°04'15" N, 106°08'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 285 ML over SAGUACHE CREEK
Structure number:L-12-H
Location:1 MI S OF SAGUACHE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:10.8 ft. [3.3 m]
Total length:28.9 ft. [8.8 m]
Deck width edge-to-edge:89.9 ft. [27.4 m]
Owner:State Highway Agency [01]
Year built:1968
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:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:1,300 [as of 2011]
Truck traffic:15% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
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:66.0 tons [60.0 metric tons]
Sufficiency rating:99.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201599.8Not deficient---1300
July 201399.8Not deficient---1300
July 201199.7Not deficient---2000
September 200999.7Not deficient---2000
September 200799.7Not deficient---2000
July 200599.7Not deficient---1983
July 200399.7Not deficient---2188
August 200199.7Not deficient---2188
July 199999.7Not deficient---1941
August 199799.8Not deficient---1700
August 199598.7Not deficient---1700
July 199398.7Not deficient---1750
September 199299.7Not deficient---1750
August 199099.8Not deficient---1550