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I 10 over Wash

Map

Coordinates:
+31.96167, -110.34000
31°57'42" N, 110°20'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 10 over Wash
Structure number:05577
Location:0.3 mi E Jct SR 90
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:9.8 ft. [3.0 m]
Total length:54.1 ft. [16.5 m]
Owner:State Highway Agency [01]
Year built:1931
Year reconstructed:2012
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:5
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:25,500 [as of 2012]
Truck traffic:25% 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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:98.8 tons [89.8 metric tons]
Inventory rating:79.9 tons [72.6 metric tons]
Sufficiency rating:70.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
March 201670.0Good7 out of 10-25500
March 201270.0Good7 out of 10-25500
April 200897.4Good7 out of 10-13050
May 200497.4Good7 out of 10-12585
September 200097.5Good7 out of 10-11200
June 199697.5Good7 out of 10-10390
June 199497.4Good7 out of 10-8000
August 199296.7Good8 out of 10-17000
August 199097.3Good8 out of 10-9000