Bridge Statistics for Baker City, Oregon (OR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 167ft / 51.3mTotal length
- $380,000Total costs
- 73,660Total average daily traffic
- 13,000Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Baker City
- No street view available for this location
- New bridges - historical statistics
- 31920-1929
- 11930-1939
- 11950-1959
- 11960-1969
- 111970-1979
- 41980-1989
- Reconstructed bridges - Historical Statistics
- 11930-1939
- 01940-1949
- 11950-1959
- 21960-1969
- Bridge Condition - Deck
- 6.3%Very good
- 50.0%Good
- 37.5%Satisfactory
- 6.3%Poor
- Bridge Condition - Superstructure
- 6.3%Very good
- 37.5%Good
- 37.5%Satisfactory
- 18.8%Fair
- Bridge Condition - Substructure
- 50.0%Good
- 18.8%Satisfactory
- 31.3%Fair
- Bridge Condition - Channel
- 76.9%Good
- 23.1%Satisfactory
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Structure Number: 493 066 04571, Location: 12.9 MI. S. UNION CO LINE (Lat: 44.847800, Lng: -117.888400), Route carried "on" structure: US 30, Year Built: 1920, Year Reconstructed: 1930, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,996 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: HS 15, Features Intersected: OLD SETTLERS SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 73.627, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 493 066 04571, Location: 12.9 MI. S. UNION CO LINE (Lat: 44.847800, Lng: -117.888400), Route carried "on" structure: US 30, Year Built: 1920, Year Reconstructed: 1930, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,996 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: HS 15, Features Intersected: OLD SETTLERS SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 73.627, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 16843000000009, Location: 000 CITY OF BAKER (Lat: 44.769500, Lng: -117.831831), Route carried "on" structure: City street 4830, Year Built: 1987, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 1,777 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,102 (year 2025), Design Load: HS 25 or greater, Features Intersected: POWDER RIVER, Facility Carried by Structure: MYRTLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16843000000009, Location: 000 CITY OF BAKER (Lat: 44.769500, Lng: -117.831831), Route carried "on" structure: City street 4830, Year Built: 1987, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 1,777 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,102 (year 2025), Design Load: HS 25 or greater, Features Intersected: POWDER RIVER, Facility Carried by Structure: MYRTLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2793A066 05213, Location: IN BAKER CITY (Lat: 44.773750, Lng: -117.828361), Route carried "on" structure: US 30, Year Built: 1933, Year Reconstructed: 1961, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 2,221 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: H 20, Features Intersected: POWDER RIVER (BRIDGE ST)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 83.895, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.0m (52.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $237,000, Roadway Improvement Cost: $24,000, Total Project Cost: $380,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 2793A066 05213, Location: IN BAKER CITY (Lat: 44.773750, Lng: -117.828361), Route carried "on" structure: US 30, Year Built: 1933, Year Reconstructed: 1961, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 2,221 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: H 20, Features Intersected: POWDER RIVER (BRIDGE ST)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 83.895, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.0m (52.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $237,000, Roadway Improvement Cost: $24,000, Total Project Cost: $380,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 2924A012 00033, Location: 0.9 MI. W. JCT. FAI-84 (Lat: 44.781731, Lng: -117.827989), Route carried "on" structure: State highway 7, Year Built: 1972, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 10,630 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 11,000 (year 2040), Design Load: HS 20, Features Intersected: POWDER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2924A012 00033, Location: 0.9 MI. W. JCT. FAI-84 (Lat: 44.781731, Lng: -117.827989), Route carried "on" structure: State highway 7, Year Built: 1972, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 10,630 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 11,000 (year 2040), Design Load: HS 20, Features Intersected: POWDER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4T01 000 00035, Location: CITY OF BAKER (Lat: 44.777100, Lng: -117.827200), Route carried "on" structure: City street 4890, Year Built: 1974, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 4,837 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,587 (year 2025), Features Intersected: POWDER RIVER, Facility Carried by Structure: WASHINGTON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 25.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: April 2018, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4T01 000 00035, Location: CITY OF BAKER (Lat: 44.777100, Lng: -117.827200), Route carried "on" structure: City street 4890, Year Built: 1974, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 4,837 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,587 (year 2025), Features Intersected: POWDER RIVER, Facility Carried by Structure: WASHINGTON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 25.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: April 2018, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4T02 000 00112, Location: CITY OF BAKER (Lat: 44.774517, Lng: -117.827667), Route carried "on" structure: City street 4860, Year Built: 1958, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 2,221 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,626 (year 2025), Features Intersected: POWDER RIVER, Facility Carried by Structure: AUBURN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.802, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: April 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4T02 000 00112, Location: CITY OF BAKER (Lat: 44.774517, Lng: -117.827667), Route carried "on" structure: City street 4860, Year Built: 1958, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 2,221 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,626 (year 2025), Features Intersected: POWDER RIVER, Facility Carried by Structure: AUBURN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.802, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: April 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4T03 000 00173, Location: CITY OF BAKER (Lat: 44.772033, Lng: -117.828983), Route carried "on" structure: City street 4820, Year Built: 1973, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 2,678 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,138 (year 2025), Features Intersected: POWDER RIVER, Facility Carried by Structure: ESTES ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.784, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: April 2018, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4T03 000 00173, Location: CITY OF BAKER (Lat: 44.772033, Lng: -117.828983), Route carried "on" structure: City street 4820, Year Built: 1973, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 2,678 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,138 (year 2025), Features Intersected: POWDER RIVER, Facility Carried by Structure: ESTES ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.784, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: April 2018, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4T06, Location: CITY OF BAKER (Lat: 44.780433, Lng: -117.828103), Route carried "on" structure: City street C0000, Year Built: 1925, Year Reconstructed: 1966, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,552 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,692 (year 2025), Features Intersected: POWDER RIVER MADISON AVE, Facility Carried by Structure: MADISON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 25.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: April 2018, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4T06, Location: CITY OF BAKER (Lat: 44.780433, Lng: -117.828103), Route carried "on" structure: City street C0000, Year Built: 1925, Year Reconstructed: 1966, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,552 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,692 (year 2025), Features Intersected: POWDER RIVER MADISON AVE, Facility Carried by Structure: MADISON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 25.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: April 2018, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4T07, Location: CITY OF BAKER (Lat: 44.775311, Lng: -117.827050), Route carried "on" structure: City street C0000, Year Built: 1925, Year Reconstructed: 1974, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,223 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,448 (year 2025), Features Intersected: POWDER RIVER/VALLEY AVE, Facility Carried by Structure: VALLEY AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: April 2018, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4T07, Location: CITY OF BAKER (Lat: 44.775311, Lng: -117.827050), Route carried "on" structure: City street C0000, Year Built: 1925, Year Reconstructed: 1974, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,223 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,448 (year 2025), Features Intersected: POWDER RIVER/VALLEY AVE, Facility Carried by Structure: VALLEY AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: April 2018, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9515 006 30413, Location: CITY OF BAKER (Lat: 44.782900, Lng: -117.810500), Route carried "on" structure: Interstate 84, Year Built: 1972, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 4,928 (year 2020), Truck Traffic: 46%, Average Future Daily Traffic: 5,950 (year 2040), Design Load: HS 20, Features Intersected: HWY 12 (CAMPBELL ST I/C)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 489.450, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 9515 006 30413, Location: CITY OF BAKER (Lat: 44.782900, Lng: -117.810500), Route carried "on" structure: Interstate 84, Year Built: 1972, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 4,928 (year 2020), Truck Traffic: 46%, Average Future Daily Traffic: 5,950 (year 2040), Design Load: HS 20, Features Intersected: HWY 12 (CAMPBELL ST I/C)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 489.450, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 9515A006 30413, Location: CITY OF BAKER (Lat: 44.782831, Lng: -117.810900), Route carried "on" structure: Interstate 84, Year Built: 1972, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 4,928 (year 2020), Truck Traffic: 46%, Average Future Daily Traffic: 5,950 (year 2040), Design Load: HS 20, Features Intersected: HWY 12 (CAMPBELL ST I/C)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 489.450, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 9515A006 30413, Location: CITY OF BAKER (Lat: 44.782831, Lng: -117.810900), Route carried "on" structure: Interstate 84, Year Built: 1972, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 4,928 (year 2020), Truck Traffic: 46%, Average Future Daily Traffic: 5,950 (year 2040), Design Load: HS 20, Features Intersected: HWY 12 (CAMPBELL ST I/C)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 489.450, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 9516 006 30653, Location: 023 MI S JCT ORE 7 (Lat: 44.749100, Lng: -117.806300), Route carried "on" structure: Interstate 84, Year Built: 1972, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 9,267 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 15,100 (year 2040), Design Load: HS 20, Features Intersected: SOUTH BAKER I/C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 493.312, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 29 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 30.0m (98.4ft), Out-to-Out Width: 31.2m (102.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 21.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 16.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 9516 006 30653, Location: 023 MI S JCT ORE 7 (Lat: 44.749100, Lng: -117.806300), Route carried "on" structure: Interstate 84, Year Built: 1972, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 9,267 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 15,100 (year 2040), Design Load: HS 20, Features Intersected: SOUTH BAKER I/C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 493.312, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 29 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 30.0m (98.4ft), Out-to-Out Width: 31.2m (102.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 21.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 16.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 9570 866 0007, Location: 0.7 MI E JCT US 30 (Lat: 44.796100, Lng: -117.829400), Route carried "on" structure: County highway 4950, Year Built: 1966, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 2,854 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,134 (year 2025), Design Load: HS 20, Features Intersected: POWDER R (HUGHES LN), Facility Carried by Structure: COUNTY RD 866
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9570 866 0007, Location: 0.7 MI E JCT US 30 (Lat: 44.796100, Lng: -117.829400), Route carried "on" structure: County highway 4950, Year Built: 1966, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 2,854 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,134 (year 2025), Design Load: HS 20, Features Intersected: POWDER R (HUGHES LN), Facility Carried by Structure: COUNTY RD 866
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9804 012 00267, Location: 16.5 MI SE UNION CO LINE (Lat: 44.803319, Lng: -117.813219), Route carried "on" structure: State highway 86, Year Built: 1972, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 1,210 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 1,300 (year 2040), Design Load: HS 20, Features Intersected: I-84 (HWY 6) MP 302.71
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.297, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Critical Feature Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9804 012 00267, Location: 16.5 MI SE UNION CO LINE (Lat: 44.803319, Lng: -117.813219), Route carried "on" structure: State highway 86, Year Built: 1972, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 1,210 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 1,300 (year 2040), Design Load: HS 20, Features Intersected: I-84 (HWY 6) MP 302.71
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.297, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Critical Feature Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 16393 666 00014, Location: 0.2 MI E JCT ORE 7 (Lat: 44.694219, Lng: -117.849022), Route carried "on" structure: County highway CO666, Year Built: 1981, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 97 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 112 (year 2025), Design Load: HS 20, Features Intersected: POWDER R (BEAVER CR RD), Facility Carried by Structure: COUNTY RD 747
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16393 666 00014, Location: 0.2 MI E JCT ORE 7 (Lat: 44.694219, Lng: -117.849022), Route carried "on" structure: County highway CO666, Year Built: 1981, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 97 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 112 (year 2025), Design Load: HS 20, Features Intersected: POWDER R (BEAVER CR RD), Facility Carried by Structure: COUNTY RD 747
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16395 000 00012, Location: 0.1 MI E JCT US 30 (Lat: 44.778200, Lng: -117.827300), Route carried "on" structure: City street C4T20, Year Built: 1981, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 718 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 825 (year 2025), Design Load: HS 20, Features Intersected: POWDER R(BROADWAY AVE), Facility Carried by Structure: BROADWAY AVE O.S.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16395 000 00012, Location: 0.1 MI E JCT US 30 (Lat: 44.778200, Lng: -117.827300), Route carried "on" structure: City street C4T20, Year Built: 1981, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 718 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 825 (year 2025), Design Load: HS 20, Features Intersected: POWDER R(BROADWAY AVE), Facility Carried by Structure: BROADWAY AVE O.S.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16691 C74700014, Location: 0.14 MI E JCT HWY 7 (Lat: 44.737633, Lng: -117.831967), Route carried "on" structure: County highway C0747, Year Built: 1985, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 155 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 178 (year 2025), Design Load: HS 20, Features Intersected: POWDER RIVER, Facility Carried by Structure: C-666 BEAVER CR LP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 16691 C74700014, Location: 0.14 MI E JCT HWY 7 (Lat: 44.737633, Lng: -117.831967), Route carried "on" structure: County highway C0747, Year Built: 1985, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 155 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 178 (year 2025), Design Load: HS 20, Features Intersected: POWDER RIVER, Facility Carried by Structure: C-666 BEAVER CR LP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 9515 006 30413, Location: CITY OF BAKER (Lat: 44.782900, Lng: -117.810500), Route carried "under" structure: State highway 86, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 4,460 (year 2020), Truck Traffic: 5%, Features Intersected: HWY 12 (CAMPBELL ST I/C), Facility Carried by Structure: I-84 (HWY 006) WB
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 1.947, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 46.3m (151.9ft)
Structure Number: 9515 006 30413, Location: CITY OF BAKER (Lat: 44.782900, Lng: -117.810500), Route carried "under" structure: State highway 86, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 4,460 (year 2020), Truck Traffic: 5%, Features Intersected: HWY 12 (CAMPBELL ST I/C), Facility Carried by Structure: I-84 (HWY 006) WB
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 1.947, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 46.3m (151.9ft)
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Structure Number: 9515A006 30413, Location: CITY OF BAKER (Lat: 44.782831, Lng: -117.810900), Route carried "under" structure: State highway 86, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 4,460 (year 2020), Truck Traffic: 5%, Features Intersected: HWY 12 (CAMPBELL ST I/C), Facility Carried by Structure: I-84 (HWY 006) EB
Minimum Vertical Clearance: 6.38m (20.93ft), Kilometerpoint: 1.899, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 46.3m (151.9ft)
Structure Number: 9515A006 30413, Location: CITY OF BAKER (Lat: 44.782831, Lng: -117.810900), Route carried "under" structure: State highway 86, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 4,460 (year 2020), Truck Traffic: 5%, Features Intersected: HWY 12 (CAMPBELL ST I/C), Facility Carried by Structure: I-84 (HWY 006) EB
Minimum Vertical Clearance: 6.38m (20.93ft), Kilometerpoint: 1.899, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 46.3m (151.9ft)
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Structure Number: 9516 006 30653, Location: 023 MI S JCT ORE 7 (Lat: 44.749100, Lng: -117.806300), Route carried "under" structure: US 30, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 575 (year 2020), Truck Traffic: 18%, Features Intersected: SOUTH BAKER I/C, Facility Carried by Structure: I-84 (HWY 006)
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 86.728, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.7m (117.1ft)
Structure Number: 9516 006 30653, Location: 023 MI S JCT ORE 7 (Lat: 44.749100, Lng: -117.806300), Route carried "under" structure: US 30, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 575 (year 2020), Truck Traffic: 18%, Features Intersected: SOUTH BAKER I/C, Facility Carried by Structure: I-84 (HWY 006)
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 86.728, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.7m (117.1ft)
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Structure Number: 9804 012 00267, Location: 16.5 MI SE UNION CO LINE (Lat: 44.803319, Lng: -117.813219), Route carried "under" structure: Interstate 84, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 10,873 (year 2020), Truck Traffic: 37%, Features Intersected: I-84 (HWY 6) MP 302.71, Facility Carried by Structure: OR 86 (HWY 012)
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 487.165, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)
Structure Number: 9804 012 00267, Location: 16.5 MI SE UNION CO LINE (Lat: 44.803319, Lng: -117.813219), Route carried "under" structure: Interstate 84, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 10,873 (year 2020), Truck Traffic: 37%, Features Intersected: I-84 (HWY 6) MP 302.71, Facility Carried by Structure: OR 86 (HWY 012)
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 487.165, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)