Bridge Statistics for Huntington, Oregon (OR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 141ft / 43.1mTotal length
- $435,000Total costs
- 44,582Total average daily traffic
- 19,526Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Huntington
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 81960-1969
- 11980-1989
- 11990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 22.2%Very good
- 44.4%Good
- 22.2%Satisfactory
- 11.1%Fair
- Bridge Condition - Superstructure
- 22.2%Very good
- 33.3%Good
- 44.4%Satisfactory
- Bridge Condition - Substructure
- 22.2%Very good
- 66.7%Good
- 11.1%Satisfactory
- Bridge Condition - Channel
- 20.0%Very good
- 40.0%Good
- 20.0%Satisfactory
- 20.0%Fair
Find on map >> Show street view
Structure Number: 1648A449 01003, Location: 1.1 MI. N. JCT. I-84 (Lat: 44.300700, Lng: -117.227000), Route carried "on" structure: US 30, Year Built: 1957, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 911 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 930 (year 2040), Design Load: HS 20, Features Intersected: BENSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.142, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 30.8 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: 23.7 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $272,000, Roadway Improvement Cost: $27,000, Total Project Cost: $435,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1648A449 01003, Location: 1.1 MI. N. JCT. I-84 (Lat: 44.300700, Lng: -117.227000), Route carried "on" structure: US 30, Year Built: 1957, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 911 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 930 (year 2040), Design Load: HS 20, Features Intersected: BENSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.142, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 30.8 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: 23.7 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $272,000, Roadway Improvement Cost: $27,000, Total Project Cost: $435,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 9121 006 3502, Location: 018 MI N MALHEUR CO LINE (Lat: 44.317400, Lng: -117.266400), Route carried "on" structure: Interstate 84, Year Built: 1967, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 5,568 (year 2020), Truck Traffic: 46%, Average Future Daily Traffic: 6,900 (year 2040), Design Load: HS 20, Features Intersected: BENSON CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 563.592, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 24.9 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9121 006 3502, Location: 018 MI N MALHEUR CO LINE (Lat: 44.317400, Lng: -117.266400), Route carried "on" structure: Interstate 84, Year Built: 1967, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 5,568 (year 2020), Truck Traffic: 46%, Average Future Daily Traffic: 6,900 (year 2040), Design Load: HS 20, Features Intersected: BENSON CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 563.592, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 24.9 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 9121A006 3502, Location: 018 MI N MALHEUR CO LINE (Lat: 44.317200, Lng: -117.266700), Route carried "on" structure: Interstate 84, Year Built: 1967, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 5,568 (year 2020), Truck Traffic: 46%, Average Future Daily Traffic: 6,900 (year 2040), Design Load: HS 20, Features Intersected: BENSON CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 563.592, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 35.3 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: 27.2 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9121A006 3502, Location: 018 MI N MALHEUR CO LINE (Lat: 44.317200, Lng: -117.266700), Route carried "on" structure: Interstate 84, Year Built: 1967, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 5,568 (year 2020), Truck Traffic: 46%, Average Future Daily Traffic: 6,900 (year 2040), Design Load: HS 20, Features Intersected: BENSON CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 563.592, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 35.3 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: 27.2 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 9123 006 34583, Location: 062 MI N MALHEUR CO LINE (Lat: 44.375014, Lng: -117.298664), Route carried "on" structure: Interstate 84, Year Built: 1967, Status: Open, Structure Length: 5.90m (19.36ft), Average Daily Traffic: 10,179 (year 2020), Truck Traffic: 46%, Average Future Daily Traffic: 11,900 (year 2040), Design Load: HS 20, Features Intersected: N HUNTINGTON I/C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 556.559, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 19.4 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: 14.9 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: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9123 006 34583, Location: 062 MI N MALHEUR CO LINE (Lat: 44.375014, Lng: -117.298664), Route carried "on" structure: Interstate 84, Year Built: 1967, Status: Open, Structure Length: 5.90m (19.36ft), Average Daily Traffic: 10,179 (year 2020), Truck Traffic: 46%, Average Future Daily Traffic: 11,900 (year 2040), Design Load: HS 20, Features Intersected: N HUNTINGTON I/C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 556.559, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 19.4 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: 14.9 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: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 9125 006 34784, Location: 42 MI N MALHEUR CO LINE (Lat: 44.347000, Lng: -117.288100), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 10.63m (34.88ft), Average Daily Traffic: 139 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 178 (year 2030), Design Load: HS 20, Features Intersected: I-84 (HWY 006) MP 347.84, Facility Carried by Structure: DURBIN CR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 28.8 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: 22.4 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9125 006 34784, Location: 42 MI N MALHEUR CO LINE (Lat: 44.347000, Lng: -117.288100), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 10.63m (34.88ft), Average Daily Traffic: 139 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 178 (year 2030), Design Load: HS 20, Features Intersected: I-84 (HWY 006) MP 347.84, Facility Carried by Structure: DURBIN CR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 28.8 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: 22.4 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 16326 994 04003, Location: 40.03 MI S JCT HWY 12 (Lat: 44.356700, Lng: -117.253000), Route carried "on" structure: County highway B510, Year Built: 1980, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 554 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 639 (year 2025), Design Load: HS 20, Features Intersected: BURNT R/UPRR(SNAKE R RD), Facility Carried by Structure: COUNTY RD 994
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.422, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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: 16326 994 04003, Location: 40.03 MI S JCT HWY 12 (Lat: 44.356700, Lng: -117.253000), Route carried "on" structure: County highway B510, Year Built: 1980, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 554 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 639 (year 2025), Design Load: HS 20, Features Intersected: BURNT R/UPRR(SNAKE R RD), Facility Carried by Structure: COUNTY RD 994
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.422, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 17444 449 00456, Location: 4.6 MI. SE JCT. I-84 (Lat: 44.362600, Lng: -117.281500), Route carried "on" structure: US 30, Year Built: 1995, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 872 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 900 (year 2040), Design Load: HS 25 or greater, Features Intersected: BURNT RIVER (DURBIN)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.339, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 30.8 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: 23.7 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: 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: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17444 449 00456, Location: 4.6 MI. SE JCT. I-84 (Lat: 44.362600, Lng: -117.281500), Route carried "on" structure: US 30, Year Built: 1995, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 872 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 900 (year 2040), Design Load: HS 25 or greater, Features Intersected: BURNT RIVER (DURBIN)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.339, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 30.8 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: 23.7 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: 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: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 20485 449 0039, Location: 6.1 MI. N. BAKER CO. LINE (Lat: 44.370158, Lng: -117.288022), Route carried "on" structure: US 30, Year Built: 2009, Status: Open, Structure Length: 3.31m (10.86ft), Average Daily Traffic: 260 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 300 (year 2040), Design Load: HL 93, Features Intersected: BURNT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.276, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.8m (107.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 75.5 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: 58.3 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 desirable 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20485 449 0039, Location: 6.1 MI. N. BAKER CO. LINE (Lat: 44.370158, Lng: -117.288022), Route carried "on" structure: US 30, Year Built: 2009, Status: Open, Structure Length: 3.31m (10.86ft), Average Daily Traffic: 260 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 300 (year 2040), Design Load: HL 93, Features Intersected: BURNT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.276, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.8m (107.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 75.5 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: 58.3 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 desirable 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 21252 449 00275, Location: 2.1 MI. S. LIME (Lat: 44.378597, Lng: -117.298431), Route carried "on" structure: US 30, Year Built: 2012, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 169 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 200 (year 2040), Design Load: HL 93, Features Intersected: BURNT RIVER AND UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.426, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.3 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: 55.1 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: Equal to present minimum criteria, Underclear: Equal 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: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21252 449 00275, Location: 2.1 MI. S. LIME (Lat: 44.378597, Lng: -117.298431), Route carried "on" structure: US 30, Year Built: 2012, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 169 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 200 (year 2040), Design Load: HL 93, Features Intersected: BURNT RIVER AND UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.426, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.3 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: 55.1 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: Equal to present minimum criteria, Underclear: Equal 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: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 9121 006 3502, Location: 018 MI N MALHEUR CO LINE (Lat: 44.317400, Lng: -117.266400), Route carried "under" structure: County highway , Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 2 (year 2010), Truck Traffic: 45%, Features Intersected: BENSON CREEK RD, Facility Carried by Structure: I-84 (HWY 006) WB
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.6m (47.9ft)
Structure Number: 9121 006 3502, Location: 018 MI N MALHEUR CO LINE (Lat: 44.317400, Lng: -117.266400), Route carried "under" structure: County highway , Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 2 (year 2010), Truck Traffic: 45%, Features Intersected: BENSON CREEK RD, Facility Carried by Structure: I-84 (HWY 006) WB
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.6m (47.9ft)
Find on map >> Show street view
Structure Number: 9121A006 3502, Location: 018 MI N MALHEUR CO LINE (Lat: 44.317200, Lng: -117.266700), Route carried "under" structure: County highway , Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 2 (year 2010), Truck Traffic: 45%, Features Intersected: BENSON CREEK RD, Facility Carried by Structure: I-84 (HWY 006) EB
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.6m (47.9ft)
Structure Number: 9121A006 3502, Location: 018 MI N MALHEUR CO LINE (Lat: 44.317200, Lng: -117.266700), Route carried "under" structure: County highway , Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 2 (year 2010), Truck Traffic: 45%, Features Intersected: BENSON CREEK RD, Facility Carried by Structure: I-84 (HWY 006) EB
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.6m (47.9ft)
Find on map >> Show street view
Structure Number: 9123 006 34583, Location: 062 MI N MALHEUR CO LINE (Lat: 44.375014, Lng: -117.298664), Route carried "under" structure: Ramp Interstate 84, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 10,179 (year 2020), Truck Traffic: 46%, Features Intersected: N HUNTINGTON I/C
Minimum Vertical Clearance: 5.84m (19.16ft), Kilometerpoint: 556.559, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 9123 006 34583, Location: 062 MI N MALHEUR CO LINE (Lat: 44.375014, Lng: -117.298664), Route carried "under" structure: Ramp Interstate 84, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 10,179 (year 2020), Truck Traffic: 46%, Features Intersected: N HUNTINGTON I/C
Minimum Vertical Clearance: 5.84m (19.16ft), Kilometerpoint: 556.559, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Find on map >> Show street view
Structure Number: 9125 006 34784, Location: 42 MI N MALHEUR CO LINE (Lat: 44.347000, Lng: -117.288100), Route carried "under" structure: Interstate 84, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 10,179 (year 2020), Truck Traffic: 46%, Features Intersected: I-84 (HWY 006) MP 347.84, Facility Carried by Structure: DURBIN CR RD
Minimum Vertical Clearance: 7.39m (24.25ft), Kilometerpoint: 559.794, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 9125 006 34784, Location: 42 MI N MALHEUR CO LINE (Lat: 44.347000, Lng: -117.288100), Route carried "under" structure: Interstate 84, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 10,179 (year 2020), Truck Traffic: 46%, Features Intersected: I-84 (HWY 006) MP 347.84, Facility Carried by Structure: DURBIN CR RD
Minimum Vertical Clearance: 7.39m (24.25ft), Kilometerpoint: 559.794, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)