RMP 15N TO 215W over RMP 15S TO 215E


+36.06111, -115.17861
36°03'40" N, 115°10'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RMP 15N TO 215W over RMP 15S TO 215E
Structure number:I1981
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:105.0 ft. [32.0 m]
Total length:394.4 ft. [120.2 m]
Roadway width between curbs:32.8 ft. [10.0 m]
Deck width edge-to-edge:35.8 ft. [10.9 m]
Vertical clearance below bridge:19.0 ft. [5.8 m]
Owner:County Highway Agency [02]
Year built:1998
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:4
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:5,700 [as of 2012]
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: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:99.4 tons [90.4 metric tons]
Sufficiency rating:95.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201495.9Not deficientSatisfactoryGoodGood5700
December 201295.9Not deficientGoodGoodGood5700
December 201059.6Functionally obsoleteGoodGoodGood5700
December 200895.4Not deficientGoodGoodGood5700
December 200696.2Not deficientGoodGoodGood3000
December 200495.8Not deficientGoodVery GoodGood4300
January 200396.2Not deficientGoodVery GoodVery Good3000
November 200093.1Not deficientVery GoodVery GoodVery Good3000
February 199993.1Not deficientVery GoodVery GoodVery Good3000