Share:

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]`
Operating rating:	36.0 tons `[32.7 metric tons]`
Inventory rating:	20.0 tons `[18.2 metric tons]`
Sufficiency rating:	71.8

Previous Inspections

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

Element Data

Source: National Bridge Elements dataset, 2016 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