US 197 (HWY 004) over BNSF & DESCHUTES R
Map
Coordinates:
+45.17244, -121.0767245°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
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Fair | Fair | Satisfactory | 780 | 49.6 |
October 2015 | Fair | Fair | Satisfactory | Satisfactory | 670 | 57.3 |
October 2013 | Fair | Fair | Satisfactory | Satisfactory | 580 | 57.5 |
October 2011 | Fair | Fair | Satisfactory | Satisfactory | 580 | 57.5 |
October 2009 | Fair | Fair | Satisfactory | Satisfactory | 890 | 56.8 |
August 2007 | Fair | Fair | Satisfactory | Satisfactory | 1100 | 55.3 |
September 2004 | Fair | Fair | Satisfactory | Satisfactory | 1200 | 52.6 |
October 2002 | Fair | Fair | Good | Fair | 1200 | 44.7 |
October 2000 | Fair | Fair | Good | Fair | 2101 | 41.9 |
October 1998 | Fair | Satisfactory | Good | Good | 2101 | 51.5 |
October 1996 | Fair | Satisfactory | Good | Good | 1150 | 48.5 |
September 1994 | Fair | Satisfactory | Good | Good | 1150 | 48.6 |
July 1992 | Fair | Satisfactory | Good | Good | 1150 | 55.0 |
December 1991 | Fair | Satisfactory | Good | Good | 1150 | 53.0 |
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. | 2,506 | 1,253 | 1,253 | 0 | 0 |
Steel Stringer | linear ft. | 1,000 | 800 | 200 | 0 | 0 |
Steel Protective Coating | sq. ft. | 5,315 | 4,252 | 1,063 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 18,300 | 13,725 | 4,575 | 0 | 0 |
Wearing Surfaces | sq. ft. | 18,300 | 18,150 | 100 | 50 | 0 |
Superstructure |
Steel Truss | linear ft. | 400 | 160 | 140 | 100 | 0 |
Steel Protective Coating | sq. ft. | 3,675 | 3,124 | 367 | 184 | 0 |
Steel Floor Beam | linear ft. | 198 | 158 | 30 | 10 | 0 |
Steel Protective Coating | sq. ft. | 1,663 | 1,414 | 166 | 83 | 0 |
Reinforced Concrete Floor Beam | linear ft. | 189 | 139 | 30 | 20 | 0 |
Steel Gusset Plate | each | 28 | 14 | 14 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,000 | 750 | 250 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 30 | 11 | 6 | 13 | 0 |
Reinforced Concrete Abutment | linear ft. | 59 | 59 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 442 | 398 | 44 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 150 | 119 | 31 | 0 | 0 |
Bearings |
Movable Bearing | each | 14 | 8 | 4 | 2 | 0 |
Fixed Bearing | each | 2 | 2 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 1,680 | 336 | 840 | 504 | 0 |