NM-152 over Middle Fork Percha Creek
Map
Coordinates:
+32.91931, -107.6797632°55'10" N, 107°40'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NM-152 over Middle Fork Percha Creek |
Structure number: | 000000000001521 |
Location: | 1.2 Mi East of Kingston |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 100.1 ft. [30.5 m] |
Total length: | 102.0 ft. [31.1 m] |
Roadway width between curbs: | 19.0 ft. [5.8 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Vertical clearance above deck: | 12.8 ft. [3.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1929 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 261 [as of 2018] |
Truck traffic: | 8% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 37.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $403,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Poor | Fair | Poor | Poor | 261 | 37.0 |
July 2017 | Poor | Fair | Poor | Poor | 264 | 37.0 |
July 2016 | Poor | Fair | Poor | Poor | 291 | 36.5 |
July 2015 | Poor | Fair | Poor | Poor | 249 | 37.2 |
July 2014 | Poor | Fair | Poor | Poor | 249 | 37.2 |
July 2013 | Poor | Fair | Poor | Poor | 256 | 37.1 |
July 2012 | Poor | Fair | Poor | Poor | 259 | 37.1 |
August 2011 | Poor | Fair | Poor | Poor | 259 | 37.1 |
July 2010 | Poor | Fair | Poor | Poor | 372 | 37.6 |
July 2009 | Poor | Fair | Poor | Poor | 372 | 37.6 |
July 2008 | Poor | Fair | Poor | Poor | 372 | 37.6 |
August 2007 | Poor | Fair | Poor | Poor | 416 | 36.9 |
July 2006 | Poor | Fair | Poor | Poor | 426 | 36.8 |
September 2005 | Poor | Fair | Poor | Poor | 435 | 36.6 |
September 2004 | Poor | Fair | Poor | Poor | 444 | 36.5 |
August 2003 | Poor | Fair | Poor | Poor | 1702 | 28.5 |
October 2002 | Poor | Fair | Poor | Poor | 1709 | 28.5 |
October 2001 | Poor | Fair | Poor | Poor | 2278 | 28.5 |
December 2000 | Poor | Fair | Poor | Poor | 2278 | 28.5 |
August 1999 | Fair | Fair | Fair | Fair | 2264 | 44.5 |
August 1998 | Fair | Satisfactory | Fair | Fair | 2264 | 45.5 |
August 1997 | Fair | Satisfactory | Fair | Fair | 583 | 46.4 |
July 1996 | Fair | Satisfactory | Fair | Fair | 547 | 46.8 |
July 1995 | Fair | Satisfactory | Fair | Fair | 551 | 46.8 |
July 1994 | Fair | Satisfactory | Fair | Fair | 479 | 47.6 |
October 1993 | Fair | Satisfactory | Fair | Fair | 479 | 47.6 |
November 1992 | Fair | Satisfactory | Fair | Fair | 261 | 49.7 |
October 1991 | Fair | Satisfactory | Fair | Fair | 256 | 51.7 |
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 |
Timber Stringer | linear ft. | 1,100 | 877 | 206 | 16 | 1 |
Steel Truss | linear ft. | 200 | 0 | 191 | 9 | 0 |
Steel Protective Coating | sq. ft. | 1,028 | 0 | 0 | 1,028 | 0 |
Steel Floor Beam | linear ft. | 147 | 86 | 46 | 15 | 0 |
Steel Protective Coating | sq. ft. | 1,028 | 0 | 0 | 1,028 | 0 |
Steel Gusset Plate | each | 40 | 20 | 0 | 20 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 58 | 0 | 23 | 35 | 0 |
Deck |
Timber Deck | sq. ft. | 2,038 | 2,038 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,038 | 0 | 0 | 2,038 | 0 |
Bearings |
Movable Bearing | each | 2 | 0 | 0 | 2 | 0 |
Steel Protective Coating | sq. ft. | 1,028 | 0 | 0 | 1,028 | 0 |
Fixed Bearing | each | 2 | 0 | 0 | 2 | 0 |
Steel Protective Coating | sq. ft. | 1,028 | 0 | 0 | 1,028 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 200 | 0 | 200 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,028 | 0 | 0 | 1,028 | 0 |