NM-152 over Middle Fork Percha Creek


+32.91931, -107.67976
32°55'10" N, 107°40'47" W


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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018PoorFairPoorPoor26137.0
July 2017PoorFairPoorPoor26437.0
July 2016PoorFairPoorPoor29136.5
July 2015PoorFairPoorPoor24937.2
July 2014PoorFairPoorPoor24937.2
July 2013PoorFairPoorPoor25637.1
July 2012PoorFairPoorPoor25937.1
August 2011PoorFairPoorPoor25937.1
July 2010PoorFairPoorPoor37237.6
July 2009PoorFairPoorPoor37237.6
July 2008PoorFairPoorPoor37237.6
August 2007PoorFairPoorPoor41636.9
July 2006PoorFairPoorPoor42636.8
September 2005PoorFairPoorPoor43536.6
September 2004PoorFairPoorPoor44436.5
August 2003PoorFairPoorPoor170228.5
October 2002PoorFairPoorPoor170928.5
October 2001PoorFairPoorPoor227828.5
December 2000PoorFairPoorPoor227828.5
August 1999FairFairFairFair226444.5
August 1998FairSatisfactoryFairFair226445.5
August 1997FairSatisfactoryFairFair58346.4
July 1996FairSatisfactoryFairFair54746.8
July 1995FairSatisfactoryFairFair55146.8
July 1994FairSatisfactoryFairFair47947.6
October 1993FairSatisfactoryFairFair47947.6
November 1992FairSatisfactoryFairFair26149.7
October 1991FairSatisfactoryFairFair25651.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Timber Stringerlinear ft.1,100877206161
Steel Trusslinear ft.200019190
Steel Protective Coatingsq. ft.1,028001,0280
Steel Floor Beamlinear ft.1478646150
Steel Protective Coatingsq. ft.1,028001,0280
Steel Gusset Plateeach40200200
Reinforced Concrete Abutmentlinear ft.58023350
Timber Decksq. ft.2,0382,038000
Wearing Surfacessq. ft.2,038002,0380
Movable Bearingeach20020
Steel Protective Coatingsq. ft.1,028001,0280
Fixed Bearingeach20020
Steel Protective Coatingsq. ft.1,028001,0280
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.200020000
Steel Protective Coatingsq. ft.1,028001,0280