RAMP LVB TO I 215W over I 215W RAMP TO I 15N


+36.06861, -115.20306
36°04'07" N, 115°12'11" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAMP LVB TO I 215W over I 215W RAMP TO I 15N
Structure number:I2005
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:120.1 ft. [36.6 m]
Total length:564.3 ft. [172.0 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.8 ft. [10.0 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:5
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,300 [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:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:95.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201695.3FairSatisfactoryGoodGoodFO7300
December 201493.2FairSatisfactoryGoodGoodFO7900
December 201295.4GoodGoodGoodGoodFO5850
December 201095.1GoodGoodGoodGoodFO5850
December 200895.1GoodGoodGoodGoodFO5850
December 200695.3GoodGoodGoodGood-4800
December 200495.3GoodGoodGoodGood-4800
January 200395.3GoodGoodGoodGood-4800
November 200095.7GoodVery GoodGoodVery Good-2000
October 199995.7GoodVery GoodVery GoodVery Good-2000
March 199995.7GoodVery GoodVery GoodVery Good-2000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Prestressed Concrete Closed Web/Box Girderlinear ft.564564000
Reinforced Concrete Decksq. ft.18,5095,5098,0005,0000
Reinforced Concrete Columneach54100
Reinforced Concrete Abutmentlinear ft.6666000
Reinforced Concrete Pile Cap/Footinglinear ft.65100
Reinforced Concrete Pileeach55000
Reinforced Concrete Pier Caplinear ft.2626000
Strip Seal Jointlinear ft.6606600
Elastomeric Bearingeach87100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,1191,1091000