US 95 over MARTIN LUTHER KING BL
Map
Coordinates:
+36.17528, -115.1738936°10'31" N, 115°10'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | US 95 over MARTIN LUTHER KING BL |
Structure number: | I 945 |
Location: | LAS VEGAS |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 101.7 ft. [31.0 m] |
Total length: | 101.7 ft. [31.0 m] |
Roadway width between curbs: | 128.9 ft. [39.3 m] |
Deck width edge-to-edge: | 131.9 ft. [40.2 m] |
Vertical clearance below bridge: | 16.1 ft. [4.9 m] |
Skew angle: | 11° |
Owner: | State Highway Agency [01] |
Year built: | 1970 |
Year reconstructed: | 2008 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: January 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 212,000 [as of 2012] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 87.6 tons [79.6 metric tons] |
Inventory rating: | 52.8 tons [48.0 metric tons] |
Sufficiency rating: | 83.0 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
January 2016 | 83.0 | Fair | Good | Very Good | Satisfactory | - | 212000 |
January 2014 | 83.0 | Fair | Good | Very Good | Satisfactory | - | 212000 |
January 2012 | 79.0 | Good | Good | Very Good | Good | FO | 181170 |
January 2010 | 79.0 | Good | Very Good | Very Good | Good | FO | 181170 |
January 2008 | 78.0 | Good | Very Good | Good | Good | FO | 181170 |
January 2006 | 78.0 | Fair | Satisfactory | Satisfactory | Good | FO | 164700 |
December 2003 | 78.0 | Fair | Satisfactory | Satisfactory | Good | FO | 199430 |
November 2001 | 78.0 | Fair | Satisfactory | Good | Good | FO | 159780 |
October 1999 | 78.0 | Fair | Satisfactory | Good | Good | FO | 164700 |
February 1998 | 78.0 | Good | Good | Good | Good | FO | 150270 |
October 1995 | 80.0 | Good | Good | Good | Good | FO | 135165 |
December 1993 | 82.0 | Good | Good | Very Good | Good | - | 135165 |
October 1991 | 81.0 | Good | Good | Very Good | Very Good | FO | 107995 |