Share:

HUALAPAI WY over DRY WASH

Map 

Coordinates:
+36.17139, -115.31667
36°10'17" N, 115°19'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HUALAPAI WY over DRY WASH
Structure number:B2420
Location:SUMMERLIN
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:24.3 ft. [7.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:127 [as of 2014]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:21.6 tons [19.6 metric tons]
Sufficiency rating:76.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$302,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201576.6Not deficient---127
December 201376.6Not deficient---110
December 201192.5Not deficient---110
December 200992.5Not deficient---110
December 200792.5Not deficient---110
December 200592.5Not deficient---100
December 200392.5Not deficient---100
December 200192.5Not deficient---100
November 199992.5Not deficient---100
March 199892.5Not deficient---100