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SR589 SAHARA AVE over CC 215

Map 

Coordinates:
+36.14444, -115.33639
36°08'40" N, 115°20'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR589 SAHARA AVE over CC 215
Structure number:I2318
Location:SOUTH SUMMERLIN
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:121.1 ft. [36.9 m]
Total length:241.2 ft. [73.5 m]
Roadway width between curbs:128.9 ft. [39.3 m]
Deck width edge-to-edge:146.0 ft. [44.5 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:2000
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 2014 

Status:Open, no restriction [A]
Average daily traffic:12,000 [as of 2012]
Truck traffic:3% of total traffic
Deck condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:81.4 tons [74.0 metric tons]
Inventory rating:48.8 tons [44.4 metric tons]
Sufficiency rating:97.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,460,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201497.3Not deficientGoodGoodGood12000
December 201297.7Not deficientGoodGoodGood9150
December 201097.3Not deficientGoodGoodGood9150
December 200897.2Not deficientGoodVery GoodGood9150
December 200692.7Not deficientGoodVery GoodGood33000
December 200493.8Not deficientGoodVery GoodGood33000
January 200389.5Not deficientVery GoodVery GoodVery Good33000
February 200195.6Not deficientVery GoodVery GoodVery Good2000