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SCOTTS MILLS RD over BUTTE CREEK

Map

Coordinates:
+45.04355, -122.66598
45°02'37" N, 122°39'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SCOTTS MILLS RD over BUTTE CREEK
Structure number:06207A017 00000
Location:IN SCOTTS MILLS
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:91.9 ft. [28.0 m]
Total length:142.1 ft. [43.3 m]
Roadway width between curbs:19.7 ft. [6.0 m]
Deck width edge-to-edge:23.6 ft. [7.2 m]
Owner:County Highway Agency [02]
Year built:1947
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:10,900 [as of 2017]
Truck traffic:16% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Sufficiency rating:20.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$722,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018PoorPoorPoorSatisfactory1090020.0
October 2016PoorPoorPoorSatisfactory140036.7
October 2014PoorPoorPoorSatisfactory131832.9
October 2012PoorFairPoorSatisfactory131837.6
October 2010FairFairFairSatisfactory131846.9
February 2009FairFairSatisfactorySatisfactory131858.4
November 2006FairSatisfactorySatisfactoryGood126760.5
September 2004FairSatisfactorySatisfactoryGood126760.2
August 2002FairSatisfactorySatisfactoryGood123060.3
June 2000FairSatisfactoryGoodGood123060.3
September 1998FairSatisfactoryGoodGood90060.7
October 1996FairSatisfactorySatisfactoryGood90060.7
June 1994FairSatisfactoryGoodSatisfactory81059.8
May 1992GoodGoodGoodGood81060.8
March 1990GoodGoodGoodGood81071.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.200020000
Steel Stringerlinear ft.5460526200
Steel Protective Coatingsq. ft.1,62001,2963240
Deck
Reinforced Concrete Decksq. ft.1,886001,8860
Superstructure
Steel Trusslinear ft.1800143370
Steel Protective Coatingsq. ft.3,11305611,930622
Steel Floor Beamlinear ft.144014400
Steel Protective Coatingsq. ft.1,03506733620
Deck
Reinforced Concrete Top Flangesq. ft.1,12507383870
Superstructure
Steel Gusset Plateeach2605210
Steel Protective Coatingsq. ft.1,2960672300324
Substructure
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.46361000
Reinforced Concrete Pile Cap/Footinglinear ft.66000
Reinforced Concrete Pier Caplinear ft.46212140
Joints
Open Jointlinear ft.4004000
Other Jointlinear ft.40200200
Bearings
Movable Bearingeach20200
Steel Protective Coatingsq. ft.105500
Fixed Bearingeach20200
Steel Protective Coatingsq. ft.105500
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.300029910
Steel Protective Coatingsq. ft.900009000