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RONEMUS DR. over CHEYENNE CHANNEL

Map 

Coordinates:
+36.21750, -115.25806
36°13'03" N, 115°15'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RONEMUS DR. over CHEYENNE CHANNEL
Structure number:B2147
Location:N.W LAS VEGAS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:34.5 ft. [10.5 m]
Total length:34.5 ft. [10.5 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:1995
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:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,100 [as of 2012]
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]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:76.8 tons [69.8 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:97.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201597.9GoodGoodGoodGood-1100
December 201397.9GoodGoodGoodGood-1100
December 201197.8GoodGoodGoodGood-1100
December 200997.8GoodGoodGoodVery Good-1100
December 200797.8GoodGoodVery GoodGood-1100
December 200597.8GoodGoodVery GoodGood-1000
December 200397.8GoodGoodVery GoodGood-1000
September 200197.8GoodVery GoodVery GoodGood-1000
May 200099.8GoodVery GoodVery GoodVery Good-1000