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RIO WRANGLER PWY over DRAINAGE

Map

Coordinates:
+39.41500, -119.72944
39°24'54" N, 119°43'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RIO WRANGLER PWY over DRAINAGE
Structure number:B2889
Location:SE RENO
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:31.2 ft. [9.5 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:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:500 [as of 2014]
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: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]
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:58.7 tons [53.4 metric tons]
Inventory rating:35.2 tons [32.0 metric tons]
Sufficiency rating:82.9

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
April 201682.9Good7 out of 10-500
April 201482.9Good7 out of 10-500
April 201284.9Good7 out of 10-500
April 201084.9Good7 out of 10-500
April 200884.8Good7 out of 10-500
September 200684.9Good7 out of 10-500