TENAYA WY over CC 215


+36.27611, -115.25139
36°16'34" N, 115°15'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:TENAYA WY over CC 215
Structure number:H2486
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:130.9 ft. [39.9 m]
Total length:252.6 ft. [77.0 m]
Roadway width between curbs:79.4 ft. [24.2 m]
Deck width edge-to-edge:94.8 ft. [28.9 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,600 [as of 2014]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:99.6 tons [90.5 metric tons]
Inventory rating:72.5 tons [65.9 metric tons]
Sufficiency rating:97.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201697.9FairSatisfactoryGoodGood-7600
February 201497.9GoodGoodGoodGood-7500
February 201297.3GoodGoodGoodGood-7260
February 201097.2GoodVery GoodGoodGood-7260
February 200897.3GoodVery GoodGoodGood-7260
October 200597.4GoodVery GoodVery GoodGood-6600
December 200374.9GoodVery GoodVery GoodGood-6600
March 200280.9GoodVery GoodVery GoodVery Good-500