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SR 595/RAINBOW BL over FLAMINGO WASH

Clark County, Nevada

Map

Coordinates:
+36.09797, -115.24300
36°05'53" N, 115°14'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	SR 595/RAINBOW BL over FLAMINGO WASH
Structure number:	B1811
Location:	SOUTHWEST OF LAS VEGAS
Purpose:	Carries highway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	35.1 ft. `[10.7 m]`
Total length:	85.0 ft. `[25.9 m]`
Roadway width between curbs:	111.9 ft. `[34.1 m]`
Deck width edge-to-edge:	120.1 ft. `[36.6 m]`
Owner:	County Highway Agency `[02]`
Year built:	1984
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	3
Main spans material:	Concrete continuous `[2]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	42,500 `[as of 2014]`
Truck traffic:	3% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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:	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]`
Scour condition:	Countermeasures have been installed to mitigate an existing problem with scour. `[7]`
Sufficiency rating:	71.8

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2017	Fair	Satisfactory	Satisfactory	Good	42500	71.8
January 2015	Fair	Satisfactory	Good	Good	25740	74.9
January 2013	Fair	Satisfactory	Good	Good	25740	75.1
January 2011	Good	Good	Good	Good	25740	72.0
January 2009	Fair	Satisfactory	Satisfactory	Good	25740	93.0
January 2007	Fair	Satisfactory	Satisfactory	Good	23400	93.5
January 2005	Fair	Satisfactory	Satisfactory	Good	39800	89.7
October 2002	Fair	Satisfactory	Satisfactory	Very Good	23400	93.5
November 2000	Fair	Satisfactory	Satisfactory	Very Good	23400	94.5
October 1998	Fair	Satisfactory	Satisfactory	Very Good	23400	94.5
January 1997	Good	Good	Good	Very Good	9700	97.7
January 1995	Good	Good	Good	Good	8300	98.1
December 1992	Good	Good	Good	Very Good	7645	98.3
December 1990	Good	Very Good	Good	Good	5570	98.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Substructure
Reinforced Concrete Column	each	20	18	2	0	0
Reinforced Concrete Abutment	linear ft.	240	240	0	0	0
Joints
Compression Joint	linear ft.	325	0	0	277	48
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	255	245	5	4	1
Deck
Reinforced Concrete Slab	sq. ft.	10,209	7,209	2,500	500	0

© Copyright 2012-19, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1374825