SR 595/RAINBOW BL over FLAMINGO WASH
Map
Coordinates:
+36.09797, -115.2430036°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 |