I 515, US95, US93 over F STREET


+36.17472, -115.14889
36°10'29" N, 115°08'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I 515, US95, US93 over F STREET
Structure number:H 946
Location:LAS VEGAS
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:66.9 ft. [20.4 m]
Total length:150.9 ft. [46.0 m]
Roadway width between curbs:124.7 ft. [38.0 m]
Deck width edge-to-edge:128.3 ft. [39.1 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1968
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:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: November 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:156,500 [as of 2014]
Truck traffic:3% 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:74.9 tons [68.1 metric tons]
Inventory rating:45.2 tons [41.1 metric tons]
Sufficiency rating:85.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,516,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201585.0GoodGoodGoodGood-156500
November 201385.0GoodGoodGoodGood-184000
May 201285.0GoodGoodGoodGood-184000
December 200982.7GoodGoodGoodGood-184000
December 200782.7GoodGoodGoodGood-184000
October 200585.0GoodGoodGoodGood-126195
October 200384.0FairSatisfactoryGoodGood-130470
November 200184.0FairSatisfactoryGoodGood-130470
October 199983.0FairSatisfactoryGoodGood-126195
February 199883.0FairSatisfactoryGoodGood-126195
October 199584.0FairSatisfactoryGoodGood-117920
December 199384.0FairSatisfactoryGoodGood-117920
November 199185.0GoodGoodVery GoodVery Good-114099
January 199085.0GoodGoodVery GoodVery Good-114099