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US 197 (HWY 004) over BNSF & DESCHUTES R

Map

Coordinates:
+45.17244, -121.07672
45°10'21" N, 121°04'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 197 (HWY 004) over BNSF & DESCHUTES R
Structure number:00966 004 04587
Location:IN MAUPIN
Purpose:Carries highway over railroad and waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:200.1 ft. [61.0 m]
Total length:826.2 ft. [251.8 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Vertical clearance below bridge:42.7 ft. [13.0 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 - Deck [09]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:780 [as of 2016]
Truck traffic:21% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:49.6
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$4,232,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairFairFairSatisfactory78049.6
October 2015FairFairSatisfactorySatisfactory67057.3
October 2013FairFairSatisfactorySatisfactory58057.5
October 2011FairFairSatisfactorySatisfactory58057.5
October 2009FairFairSatisfactorySatisfactory89056.8
August 2007FairFairSatisfactorySatisfactory110055.3
September 2004FairFairSatisfactorySatisfactory120052.6
October 2002FairFairGoodFair120044.7
October 2000FairFairGoodFair210141.9
October 1998FairSatisfactoryGoodGood210151.5
October 1996FairSatisfactoryGoodGood115048.5
September 1994FairSatisfactoryGoodGood115048.6
July 1992FairSatisfactoryGoodGood115055.0
December 1991FairSatisfactoryGoodGood115053.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.2,5061,2531,25300
Steel Stringerlinear ft.1,00080020000
Steel Protective Coatingsq. ft.5,3154,2521,06300
Deck
Reinforced Concrete Decksq. ft.18,30013,7254,57500
Wearing Surfacessq. ft.18,30018,150100500
Superstructure
Steel Trusslinear ft.4001601401000
Steel Protective Coatingsq. ft.3,6753,1243671840
Steel Floor Beamlinear ft.19815830100
Steel Protective Coatingsq. ft.1,6631,414166830
Reinforced Concrete Floor Beamlinear ft.18913930200
Steel Gusset Plateeach28141400
Steel Protective Coatingsq. ft.1,00075025000
Substructure
Reinforced Concrete Columneach30116130
Reinforced Concrete Abutmentlinear ft.5959000
Reinforced Concrete Pier Caplinear ft.4423984400
Joints
Compression Jointlinear ft.1501193100
Bearings
Movable Bearingeach148420
Fixed Bearingeach22000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,6803368405040