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US 60 over Ortega Wash

Map

Coordinates:
+34.30000, -109.84000
34°17'60" N, 109°50'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:US 60 over Ortega Wash
Structure number:06813
Location:0.3 mi W Jct SR 61
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:9.8 ft. [3.0 m]
Total length:77.1 ft. [23.5 m]
Roadway width between curbs:88.3 ft. [26.9 m]
Deck width edge-to-edge:90.9 ft. [27.7 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1988
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:7
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2013

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,600 [as of 2010]
Truck traffic:9% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
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:35.6 tons [32.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:89.2

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
March 201389.2Good7 out of 10-5600
March 200988.8Good8 out of 10-5800
February 200589.6Good8 out of 10-5400
March 200191.1Good8 out of 10-4600
September 199790.9Good8 out of 10-3170
July 199491.7Good8 out of 10-3200
September 199292.7Good8 out of 10-2700
October 199092.5Good8 out of 10-2800