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I 10; EB & WB over Wash

Map

Coordinates:
+32.19667, -109.91500
32°11'48" N, 109°54'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 10; EB & WB over Wash
Structure number:05607
Location:2.5 mi East Jct US 191 So
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:5.9 ft. [1.8 m]
Total length:26.9 ft. [8.2 m]
Deck width edge-to-edge:194.9 ft. [59.4 m]
Owner:State Highway Agency [01]
Year built:1942
Year reconstructed:1973
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:4
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:16,629 [as of 2012]
Truck traffic:37% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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]
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:86.1 tons [78.3 metric tons]
Inventory rating:51.5 tons [46.8 metric tons]
Sufficiency rating:67.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,907,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
September 201467.5Good7 out of 10-16629
September 201082.0Good8 out of 10-17000
September 200882.0Good8 out of 10-17500
August 200482.3Good8 out of 10-13089
August 200082.1Good8 out of 10-15000
February 199666.6Good8 out of 10-14260
August 199166.6Good8 out of 10-11000