RMP I215E TO LV BL over RMP I 15N TO I 215E


+36.06139, -115.17806
36°03'41" N, 115°10'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RMP I215E TO LV BL over RMP I 15N TO I 215E
Structure number:I2006
Location:LAS VEGAS
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:121.1 ft. [36.9 m]
Total length:320.9 ft. [97.8 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Owner:County Highway Agency [02]
Year built:1994
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:3
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 2015 

Status:Open, no restriction [A]
Average daily traffic:7,100 [as of 2014]
Truck traffic:8% 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:Superior to present desirable criteria [9]
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:99.6 tons [90.5 metric tons]
Inventory rating:71.7 tons [65.2 metric tons]
Sufficiency rating:99.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,727,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201599.7Not deficientGoodGoodGood7100
February 201399.7Not deficientGoodGoodGood5700
January 201199.5Not deficientVery GoodGoodGood5700
January 200999.5Not deficientVery GoodGoodGood5700
January 2007100.0Not deficientGoodGoodGood500
February 200599.3Not deficientGoodVery GoodGood7800
January 200399.8Not deficientGoodVery GoodGood2700
November 2000100.0Not deficientVery GoodVery GoodGood500
November 1998100.0Not deficientVery GoodVery GoodGood500
March 1997100.0Not deficientVery GoodVery GoodVery Good500
November 199499.9Not deficientVery GoodVery GoodExcellent1000