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I 10; EB & WB over Wash

Map

Coordinates:
+32.35667, -109.69333
32°21'24" N, 109°41'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 10; EB & WB over Wash
Structure number:05631
Location:0.7 mi West Jct US 191 No
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:9.8 ft. [3.0 m]
Total length:37.1 ft. [11.3 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1955
Year reconstructed:1976
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: September 2014

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:13,784 [as of 2013]
Truck traffic:41% 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 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:98.0 tons [89.1 metric tons]
Inventory rating:98.0 tons [89.1 metric tons]
Sufficiency rating:66.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,753,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
September 201466.9Good7 out of 10-13784
September 201082.2Good7 out of 10-14500
September 200882.1Good7 out of 10-15800
September 200482.1Good8 out of 10-16600
January 200082.2Good8 out of 10-13326
October 199582.1Good8 out of 10-9950
August 199182.1Good8 out of 10-10000