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I 15SB RAMP TO 95N over D STREET & RAMP TO I 15S

Map 

Coordinates:
+36.17944, -115.14778
36°10'46" N, 115°08'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I 15SB RAMP TO 95N over D STREET & RAMP TO I 15S
Structure number:I1340L
Location:LAS VEGAS
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:154.2 ft. [47.0 m]
Total length:472.5 ft. [144.0 m]
Roadway width between curbs:37.7 ft. [11.5 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:31°
Owner:State Highway Agency [01]
Year built:2010
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
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: January 2016 

Status:Open, no restriction [A]
Average daily traffic:2,900 [as of 2012]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:86.2 tons [78.4 metric tons]
Inventory rating:52.0 tons [47.3 metric tons]
Sufficiency rating:95.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201695.7Not deficientGoodVery GoodGood2900
January 201495.7Not deficientGoodVery GoodGood2900
January 201295.3Not deficientVery GoodVery GoodVery Good5000
December 200995.3Not deficientVery GoodVery GoodVery Good5000