SCOTTS MILLS RD over BUTTE CREEK
Map
Coordinates:
+45.04355, -122.6659845°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
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Poor | Poor | Poor | Satisfactory | 10900 | 20.0 |
October 2016 | Poor | Poor | Poor | Satisfactory | 1400 | 36.7 |
October 2014 | Poor | Poor | Poor | Satisfactory | 1318 | 32.9 |
October 2012 | Poor | Fair | Poor | Satisfactory | 1318 | 37.6 |
October 2010 | Fair | Fair | Fair | Satisfactory | 1318 | 46.9 |
February 2009 | Fair | Fair | Satisfactory | Satisfactory | 1318 | 58.4 |
November 2006 | Fair | Satisfactory | Satisfactory | Good | 1267 | 60.5 |
September 2004 | Fair | Satisfactory | Satisfactory | Good | 1267 | 60.2 |
August 2002 | Fair | Satisfactory | Satisfactory | Good | 1230 | 60.3 |
June 2000 | Fair | Satisfactory | Good | Good | 1230 | 60.3 |
September 1998 | Fair | Satisfactory | Good | Good | 900 | 60.7 |
October 1996 | Fair | Satisfactory | Satisfactory | Good | 900 | 60.7 |
June 1994 | Fair | Satisfactory | Good | Satisfactory | 810 | 59.8 |
May 1992 | Good | Good | Good | Good | 810 | 60.8 |
March 1990 | Good | Good | Good | Good | 810 | 71.1 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Reinforced Concrete Girder/Beam | linear ft. | 200 | 0 | 200 | 0 | 0 |
Steel Stringer | linear ft. | 546 | 0 | 526 | 20 | 0 |
Steel Protective Coating | sq. ft. | 1,620 | 0 | 1,296 | 324 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 1,886 | 0 | 0 | 1,886 | 0 |
Superstructure |
Steel Truss | linear ft. | 180 | 0 | 143 | 37 | 0 |
Steel Protective Coating | sq. ft. | 3,113 | 0 | 561 | 1,930 | 622 |
Steel Floor Beam | linear ft. | 144 | 0 | 144 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,035 | 0 | 673 | 362 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 1,125 | 0 | 738 | 387 | 0 |
Superstructure |
Steel Gusset Plate | each | 26 | 0 | 5 | 21 | 0 |
Steel Protective Coating | sq. ft. | 1,296 | 0 | 672 | 300 | 324 |
Substructure |
Reinforced Concrete Column | each | 8 | 8 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 46 | 36 | 10 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 46 | 21 | 21 | 4 | 0 |
Joints |
Open Joint | linear ft. | 40 | 0 | 40 | 0 | 0 |
Other Joint | linear ft. | 40 | 20 | 0 | 20 | 0 |
Bearings |
Movable Bearing | each | 2 | 0 | 2 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10 | 5 | 5 | 0 | 0 |
Fixed Bearing | each | 2 | 0 | 2 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10 | 5 | 5 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 300 | 0 | 299 | 1 | 0 |
Steel Protective Coating | sq. ft. | 900 | 0 | 0 | 900 | 0 |