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STEPHANIE STREET over I 515, US95, US93

Map 

Coordinates:
+36.08056, -115.04444
36°04'50" N, 115°02'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STEPHANIE STREET over I 515, US95, US93
Structure number:H1804
Location:LAS VEGAS
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:110.9 ft. [33.8 m]
Total length:213.9 ft. [65.2 m]
Roadway width between curbs:43.0 ft. [13.1 m]
Deck width edge-to-edge:50.9 ft. [15.5 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1987
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: November 2015 

Status:Open, no restriction [A]
Average daily traffic:17,500 [as of 2014]
Truck traffic:3% of total traffic
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:69.2 tons [62.9 metric tons]
Inventory rating:41.6 tons [37.8 metric tons]
Sufficiency rating:97.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201597.2Not deficientSatisfactoryGoodGood17500
November 201397.2Not deficientSatisfactoryGoodGood17000
November 201199.7Not deficientGoodGoodGood2750
November 200998.7Not deficientGoodGoodGood2750
November 200798.7Not deficientGoodGoodGood2750
January 200699.8Not deficientGoodGoodGood2500
February 200499.8Not deficientGoodGoodGood2500
January 200299.8Not deficientGoodGoodVery Good2500
October 199999.8Not deficientGoodGoodVery Good2500
January 199899.8Not deficientGoodGoodVery Good2500
December 1995100.0Not deficientVery GoodVery GoodVery Good550
March 199497.0Not deficientVery GoodVery GoodVery Good550
November 199197.0Not deficientVery GoodVery GoodVery Good500