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CRESTDALE LN over SUMMERLIN PW

Map

Coordinates:
+36.19167, -115.31528
36°11'30" N, 115°18'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:CRESTDALE LN over SUMMERLIN PW
Structure number:H2534
Location:SUMMERLIN
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:109.9 ft. [33.5 m]
Total length:219.8 ft. [67.0 m]
Roadway width between curbs:61.4 ft. [18.7 m]
Deck width edge-to-edge:67.9 ft. [20.7 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1999
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:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
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:2,200 [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:Equal to present minimum criteria [6]
Underclearances appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:99.6 tons [90.5 metric tons]
Inventory rating:94.8 tons [86.2 metric tons]
Sufficiency rating:99.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201599.7GoodGoodGoodGood-2200
December 201399.7GoodGoodGoodGood-2200
May 201299.7GoodGoodVery GoodGood-2200
December 200999.4GoodGoodVery GoodGood-2200
December 200799.5GoodGoodVery GoodVery Good-2200
January 200699.5GoodGoodVery GoodVery Good-2000
December 200399.5GoodGoodVery GoodVery Good-2000
October 200199.5GoodVery GoodExcellentVery Good-2000
March 200099.5GoodVery GoodExcellentVery Good-2000