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SH 167 ML over ARKANSAS RIVER

Map

Coordinates:
+38.14065, -104.02257
38°08'26" N, 104°01'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 167 ML over ARKANSAS RIVER
Structure number:L-20-F
Location:0.9 MI SO OF JCT SH 96 ML
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:80.1 ft. [24.4 m]
Total length:421.3 ft. [128.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:State Highway Agency [01]
Year built:1958
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,100 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 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 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 foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:73.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairFairSatisfactoryFair110073.9
April 2017FairFairSatisfactoryFair110073.9
December 2016FairFairSatisfactoryFair110073.9
December 2014FairFairSatisfactoryFair110064.2
December 2012FairFairSatisfactorySatisfactory75082.2
December 2010FairFairSatisfactorySatisfactory75082.2
November 2008FairFairSatisfactorySatisfactory75082.2
October 2006FairFairSatisfactorySatisfactory100074.5
November 2004FairFairSatisfactorySatisfactory102174.4
December 2002FairFairSatisfactorySatisfactory121374.3
November 2000FairFairSatisfactorySatisfactory116874.0
December 1998FairFairSatisfactorySatisfactory116874.0
November 1996FairFairSatisfactorySatisfactory90074.2
December 1994FairFairSatisfactorySatisfactory90071.2
January 1992FairFairGoodSatisfactory80079.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,6641721,397950
Steel Protective Coatingsq. ft.1,664172001,492
Deck
Reinforced Concrete Decksq. ft.13,4759,7272,3231,4250
Wearing Surfacessq. ft.13,47511,1842,29100
Substructure
Reinforced Concrete Columneach109010
Reinforced Concrete Abutmentlinear ft.6459500
Steel Pileeach40400
Reinforced Concrete Pier Caplinear ft.1604540750
Joints
Pourable Jointlinear ft.84701400
Other Jointlinear ft.9696000
Bearings
Movable Bearingeach2402400
Steel Protective Coatingsq. ft.2400024
Fixed Bearingeach80800
Steel Protective Coatingsq. ft.80008
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.84206961460
Steel Protective Coatingsq. ft.842000842