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RAMPART BL over GOLF CART PATH

Clark County, Nevada

Map 

Coordinates:
+36.19000, -115.28667
36°11'24" N, 115°17'12" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:RAMPART BL over GOLF CART PATH
Structure number:P2209
Location:NORTHWEST LAS VEGAS
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:20.0 ft. [6.1 m]
Total length:20.0 ft. [6.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:7,500 [as of 2008]
Truck traffic:8% of total traffic
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:77.2 tons [70.2 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:79.9

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:7,500 [as of 1996]
Truck traffic:8% of total traffic
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations (including piles) on dry land well above flood water elevations. [9]
Operating rating:77.2 tons [70.2 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:79.9

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