NM501 over Omega Road, West Road
Map
Coordinates:
+35.88000, -106.3219435°52'48" N, 106°19'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NM501 over Omega Road, West Road |
Structure number: | 000000000007622 |
Location: | JCT. NM501 and Omega Road |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 442.6 ft. [134.9 m] |
Total length: | 819.6 ft. [249.8 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 55.4 ft. [16.9 m] |
Vertical clearance below bridge: | 177.2 ft. [54.0 m] |
Owner: | Unknown [79] |
Year built: | 1951 |
Year reconstructed: | 1992 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 18 / H 20 [4] |
Main span material: | Steel [3] |
Main span design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 14,000 [as of 2017] |
Truck traffic: | 12% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Underclearances appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 70.0 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Poor | Satisfactory | Fair | Poor | 14000 | 70.0 |
June 2017 | Poor | Fair | Fair | Poor | 14000 | 18.0 |
August 2016 | Fair | Fair | Fair | Fair | 13195 | 56.6 |
August 2015 | Fair | Satisfactory | Fair | Satisfactory | 13195 | 57.7 |
June 2014 | Fair | Good | Fair | Good | 1177 | 80.1 |
June 2013 | Fair | Good | Fair | Good | 1165 | 80.1 |
June 2012 | Fair | Good | Fair | Good | 1167 | 80.1 |
July 2010 | Fair | Good | Fair | Good | 11848 | 67.2 |
September 2008 | Fair | Good | Fair | Good | 11844 | 74.0 |
September 2006 | Fair | Good | Fair | Good | 11744 | 74.0 |
October 2005 | Fair | Good | Fair | Fair | 11663 | 74.0 |
August 2003 | Fair | Good | Fair | Fair | 11573 | 74.1 |
November 2002 | Poor | Good | Fair | Poor | 1322 | 70.8 |
September 2001 | Poor | Good | Fair | Poor | 1304 | 70.8 |
September 1999 | Poor | Good | Fair | Poor | 4758 | 63.2 |
October 1998 | Fair | Good | Fair | Fair | 4758 | 80.8 |
September 1997 | Fair | Good | Fair | Fair | 2217 | 84.1 |
December 1996 | Fair | Good | Fair | Fair | 2077 | 84.3 |
July 1995 | Fair | Good | Fair | Fair | 2157 | 84.2 |
September 1992 | Fair | Good | Fair | Fair | 1963 | 84.5 |
October 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 1937 | 60.7 |