01-Z000 over Martin Luther King Ave
Map
Coordinates:
+35.08543, -106.6469135°05'08" N, 106°38'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 01-Z000 over Martin Luther King Ave |
Structure number: | 000000000008856 |
Location: | 0.14 Mi E of Second St |
Purpose: | Carries highway over highway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 88.9 ft. [27.1 m] |
Total length: | 183.4 ft. [55.9 m] |
Roadway width between curbs: | 15.7 ft. [4.8 m] |
Deck width edge-to-edge: | 19.0 ft. [5.8 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1942 |
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 [5] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 336 [as of 2017] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 83.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 336 | 83.2 |
April 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 971 | 83.1 |
April 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 971 | 83.1 |
April 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 968 | 84.4 |
May 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 990 | 84.4 |
April 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 990 | 84.4 |
March 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 1072 | 84.4 |
March 2004 | Good | Good | Good | Good | 1050 | 84.4 |
March 2002 | Good | Good | Good | Good | 990 | 84.4 |
March 2000 | Good | Good | Good | Good | 970 | 84.4 |
March 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 932 | 84.4 |
March 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 878 | 84.4 |
March 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 878 | 85.2 |
March 1992 | Good | Good | Good | Good | 842 | 88.2 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Closed Web/Box Girder | linear ft. | 1,092 | 1,092 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 3,468 | 3,468 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 3,468 | 2,775 | 0 | 693 | 0 |
Substructure |
Reinforced Concrete Column | each | 1 | 1 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 40 | 40 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 20 | 20 | 0 | 0 | 0 |
Joints |
Assembly with Seal | each | 48 | 0 | 48 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 48 | 48 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 364 | 364 | 0 | 0 | 0 |