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8TH STREET over DRY CREEK

Map

Coordinates:
+38.27516, -104.56664
38°16'31" N, 104°33'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:8TH STREET over DRY CREEK
Structure number:PUE8TH-0.2-UTIC
Location:0.1 MI W OF AMERILLO
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:30.5 ft. [9.3 m]
Total length:93.5 ft. [28.5 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1955
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2014

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,251 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:33.0 tons [30.0 metric tons]
Inventory rating:25.7 tons [23.4 metric tons]
Sufficiency rating:68.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201468.3FairGoodGoodFair-1251
November 201268.2FairGoodGoodFair-1726
December 201069.2FairGoodGoodFair-1726
November 200869.2FairGoodGoodFair-1611
October 200669.2FairGoodGoodFair-1611
September 200469.2FairGoodGoodFair-1611
January 200368.2FairGoodGoodFair-1611
March 200068.0FairGoodGoodFair-1034
March 199968.0FairGoodGoodFair-1034
March 199868.0FairGoodGoodFair-1034
October 199667.9FairGoodGoodFair-1447
June 199468.3FairGoodGoodFair-1447
July 199279.3FairGoodGoodSatisfactory-1447
October 199079.3GoodGoodGoodGood-1820

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.468467100
Deck
Reinforced Concrete Decksq. ft.3,1793,02015900
Wearing Surfacessq. ft.3,1793,02015900
Substructure
Timber Columneach2000200
Reinforced Concrete Abutmentlinear ft.6868000
Reinforced Concrete Pier Caplinear ft.682024240
Joints
Compression Jointlinear ft.6806800
Bearings
Movable Bearingeach2002000
Steel Protective Coatingsq. ft.2020000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.187187000
Steel Protective Coatingsq. ft.187187000