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US 180 over Wash

Map

Coordinates:
+34.59667, -109.63000
34°35'48" N, 109°37'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:US 180 over Wash
Structure number:06374
Location:38.3 mi E Jct SR 77
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:9.8 ft. [3.0 m]
Total length:44.9 ft. [13.7 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1971
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:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2014

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:400 [as of 2012]
Truck traffic:12% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:35.6 tons [32.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:99.2

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
November 201499.2Good7 out of 10-400
November 201099.2Good7 out of 10-400
October 200699.1Good7 out of 10-440
October 200299.3Good7 out of 10-380
November 199999.2Good7 out of 10-384
August 199498.9Good7 out of 10-550
September 199196.7Good7 out of 10-640