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NM-26 over MULE CREEK

Map

Coordinates:
+32.44345, -107.55666
32°26'36" N, 107°33'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NM-26 over MULE CREEK
Structure number:000000000005701
Location:16.7 MI NE OF JCT US-180
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:24.9 ft. [7.6 m]
Total length:151.6 ft. [46.2 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Owner:State Highway Agency [01]
Year built:1955
Year reconstructed:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:6
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,157 [as of 2016]
Truck traffic:24% 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:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:97.0 tons [88.2 metric tons]
Inventory rating:57.5 tons [52.3 metric tons]
Sufficiency rating:80.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$468,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201680.0GoodGoodGoodGood-2157
October 201480.3GoodGoodGoodGood-1971
October 201281.7GoodGoodGoodGood-1788
October 201081.3GoodGoodGoodGood-1841
October 200882.1GoodGoodGoodGood-1736
April 200753.6PoorGoodPoorFairSD1841
April 200653.2PoorGoodPoorFairSD1901
April 200472.2FairGoodFairFair-1880
April 200281.9FairGoodSatisfactoryGood-2499
November 199980.2FairGoodSatisfactoryGood-2434
December 199780.2FairGoodSatisfactoryGood-2434
December 199581.0FairGoodSatisfactoryGood-2228
September 199381.8FairGoodSatisfactoryGood-2034
September 199185.5GoodGoodGoodGood-1126

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Steel Columneach3535000
Steel Protective Coatingsq. ft.924924000
Reinforced Concrete Pier Walllinear ft.205205000
Reinforced Concrete Abutmentlinear ft.8686000
Reinforced Concrete Pier Caplinear ft.215215000
Joints
Strip Seal Jointlinear ft.9292000
Compression Jointlinear ft.8686000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.352352000
Concrete Protective Coatingsq. ft.2,7282,728000
Deck
Reinforced Concrete Slabsq. ft.6,4076,407000