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RIO WRANGLER PWY over DRAINAGE

Map

Coordinates:
+39.43417, -119.71722
39°26'03" N, 119°43'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RIO WRANGLER PWY over DRAINAGE
Structure number:B2891
Location:S RENO
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:49.9 ft. [15.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:2006
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 [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2014

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:300 [as of 2012]
Truck traffic:1% 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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
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:72.8 tons [66.2 metric tons]
Inventory rating:43.7 tons [39.7 metric tons]
Sufficiency rating:98.0

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
April 201498.0Good7 out of 10-300
April 2012100.0Good7 out of 10-300
April 2010100.0Good7 out of 10-300
April 200899.9Good7 out of 10-300
September 2006100.0Good8 out of 10-300