OR 99W (HWY 91) SB over North Yamhill River
Map
Coordinates:
+45.23180, -123.1611945°13'54" N, 123°09'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | OR 99W (HWY 91) SB over North Yamhill River |
Structure number: | 00441 01W 03499 |
Location: | 002 MI N MCMINNVILLE |
Purpose: | Carries highway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 80.1 ft. [24.4 m] |
Total length: | 359.9 ft. [109.7 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 26.6 ft. [8.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1921 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
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: | Bituminous [6] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 11,350 [as of 2017] |
Truck traffic: | 7% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 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: | Equal to present desirable criteria [8] |
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 is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 41.1 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $1,844,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Fair | Fair | Fair | 11350 | 41.1 |
March 2016 | Fair | Fair | Fair | Fair | 18900 | 42.3 |
March 2014 | Fair | Fair | Fair | Fair | 13784 | 43.5 |
March 2012 | Fair | Fair | Fair | Fair | 13784 | 43.5 |
March 2010 | Fair | Fair | Fair | Fair | 13784 | 43.5 |
March 2008 | Fair | Fair | Fair | Fair | 13784 | 43.5 |
March 2006 | Fair | Fair | Fair | Fair | 13250 | 43.7 |
March 2004 | Fair | Fair | Fair | Fair | 12950 | 43.5 |
March 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 12950 | 54.4 |
March 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 11750 | 54.6 |
March 1998 | Fair | Satisfactory | Satisfactory | Good | 11750 | 55.6 |
March 1996 | Fair | Satisfactory | Good | Very Good | 20000 | 58.5 |
March 1994 | Fair | Satisfactory | Good | Very Good | 20000 | 58.5 |
May 1992 | Good | Good | Good | Very Good | 8000 | 65.6 |
March 1990 | Good | Good | Good | Very Good | 8000 | 63.6 |
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. | 1,120 | 453 | 596 | 71 | 0 |
Reinforced Concrete Stringer | linear ft. | 80 | 35 | 10 | 35 | 0 |
Steel Truss | linear ft. | 160 | 0 | 150 | 10 | 0 |
Steel Protective Coating | sq. ft. | 4,264 | 0 | 2,511 | 1,393 | 360 |
Steel Floor Beam | linear ft. | 286 | 124 | 40 | 122 | 0 |
Steel Protective Coating | sq. ft. | 990 | 0 | 729 | 156 | 105 |
Reinforced Concrete Floor Beam | linear ft. | 8 | 8 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 7,468 | 6,872 | 140 | 456 | 0 |
Wearing Surfaces | sq. ft. | 5,600 | 3,360 | 2,240 | 0 | 0 |
Superstructure |
Steel Gusset Plate | each | 56 | 36 | 16 | 4 | 0 |
Steel Protective Coating | sq. ft. | 940 | 0 | 860 | 78 | 2 |
Substructure |
Reinforced Concrete Column | each | 33 | 24 | 7 | 2 | 0 |
Reinforced Concrete Abutment | linear ft. | 53 | 53 | 0 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 20 | 20 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 187 | 171 | 5 | 11 | 0 |
Joints |
Other Joint | linear ft. | 102 | 15 | 30 | 53 | 4 |
Bearings |
Movable Bearing | each | 10 | 0 | 8 | 2 | 0 |
Steel Protective Coating | sq. ft. | 18 | 0 | 18 | 0 | 0 |
Fixed Bearing | each | 2 | 0 | 2 | 0 | 0 |
Steel Protective Coating | sq. ft. | 14 | 0 | 0 | 14 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 720 | 0 | 630 | 90 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 2,134 | 1,930 | 190 | 14 | 0 |
Wearing Surfaces | sq. ft. | 1,600 | 960 | 640 | 0 | 0 |