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ANASAZI DR over SUMMERLIN PW

Map

Coordinates:
+36.19333, -115.32361
36°11'36" N, 115°19'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:ANASAZI DR over SUMMERLIN PW
Structure number:I2762
Location:LAS VEGAS
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:114.8 ft. [35.0 m]
Total length:219.8 ft. [67.0 m]
Roadway width between curbs:89.9 ft. [27.4 m]
Deck width edge-to-edge:89.9 ft. [27.4 m]
Vertical clearance below bridge:17.4 ft. [5.3 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+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: December 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,975 [as of 2012]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:81.1 tons [73.7 metric tons]
Inventory rating:48.5 tons [44.1 metric tons]
Sufficiency rating:98.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201598.4GoodGoodVery GoodGood-5975
December 201398.4GoodGoodVery GoodGood-5975
December 201198.2GoodGoodVery GoodVery Good-5975
December 200998.2GoodGoodVery GoodVery Good-5975
December 200798.2GoodGoodVery GoodVery Good-5975
February 200698.7GoodVery GoodVery GoodVery Good-2000