NM-161 over SAPELLO RIVER
Map
Coordinates:
+35.79522, -104.9809135°47'43" N, 104°58'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NM-161 over SAPELLO RIVER |
Structure number: | 000000000002549 |
Location: | 1.3 MI N OF JCT I-25 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 75.1 ft. [22.9 m] |
Total length: | 302.2 ft. [92.1 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1934 |
Year reconstructed: | 1988 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 4 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 232 [as of 2017] |
Truck traffic: | 13% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 95.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Good | Good | Good | Good | 232 | 95.0 |
November 2015 | Good | Good | Good | Good | 137 | 95.0 |
November 2013 | Good | Good | Good | Good | 137 | 95.0 |
November 2011 | Good | Good | Good | Good | 133 | 95.0 |
November 2009 | Good | Good | Good | Good | 357 | 95.0 |
December 2007 | Good | Good | Good | Good | 363 | 95.0 |
November 2005 | Good | Good | Good | Good | 339 | 95.0 |
November 2003 | Good | Good | Good | Good | 363 | 95.0 |
December 2001 | Good | Good | Good | Good | 160 | 95.0 |
March 2000 | Good | Good | Good | Good | 478 | 94.0 |
February 1998 | Good | Good | Good | Good | 447 | 94.0 |
March 1996 | Good | Good | Good | Good | 447 | 94.0 |
June 1994 | Good | Good | Good | Good | 236 | 95.0 |
August 1992 | Good | Good | Good | Good | 244 | 95.0 |
August 1990 | Good | Good | Good | Good | 245 | 100.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 1,811 | 1,811 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 9,365 | 9,365 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 59 | 59 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 59 | 59 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 85 | 85 | 0 | 0 | 0 |
Joints |
Assembly with Seal | each | 161 | 161 | 0 | 0 | 0 |
Assembly without Seal Joint | linear ft. | 161 | 161 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 24 | 24 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |
Fixed Bearing | each | 24 | 24 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 738 | 738 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |