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SR 80 over Wash

Map

Coordinates:
+31.74167, -110.09000
31°44'30" N, 110°05'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 80 over Wash
Structure number:04487
Location:0.6 mi S Jct SR 82
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:9.8 ft. [3.0 m]
Total length:32.2 ft. [9.8 m]
Owner:State Highway Agency [01]
Year built:1959
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: March 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,645 [as of 2014]
Truck traffic:7% 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:98.8 tons [89.8 metric tons]
Inventory rating:98.8 tons [89.8 metric tons]
Sufficiency rating:94.8

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
March 201694.8Good7 out of 10-4645
March 201294.6Good7 out of 10-4800
March 200894.5Good7 out of 10-4900
March 200495.3Good7 out of 10-4220
October 200095.5Good7 out of 10-3989
April 199796.2Good7 out of 10-3415
March 199494.5Good7 out of 10-3100
January 199294.5Good8 out of 10-3100