Bridge Statistics for Eugene, Oregon (OR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 226Number of bridges
- 3,402ft / 1,037mTotal length
- $104,434,000Total costs
- 4,116,230Total average daily traffic
- 437,320Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Eugene
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 81940-1949
- 171950-1959
- 801960-1969
- 411970-1979
- 241980-1989
- 251990-1999
- 132000-2009
- 152010-2019
- 22020-2022
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 01950-1959
- 31960-1969
- 41970-1979
- 11980-1989
- 21990-1999
- 12000-2009
- Bridge Condition - Deck
- 5.7%Very good
- 51.1%Good
- 37.6%Satisfactory
- 5.0%Fair
- 0.7%Poor
- Bridge Condition - Superstructure
- 10.6%Very good
- 53.2%Good
- 29.1%Satisfactory
- 5.0%Fair
- 2.1%Poor
- Bridge Condition - Substructure
- 5.7%Very good
- 48.2%Good
- 34.8%Satisfactory
- 9.9%Fair
- 1.4%Poor
- Bridge Condition - Channel
- 18.9%Very good
- 41.4%Good
- 21.6%Satisfactory
- 15.3%Fair
- 2.7%Poor
- Bridge Condition - Culverts
- 16.7%Good
- 83.3%Satisfactory
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Structure Number: 40032, Location: CITY OF EUGENE (Lat: 44.048531, Lng: -123.080200), Route carried "on" structure: City street C0000, Year Built: 1961, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 5,786 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,536 (year 2025), Design Load: HS 20, Features Intersected: MILL RACE CANAL, Facility Carried by Structure: ALDER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 43.4 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: 33.4 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: April 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 40032, Location: CITY OF EUGENE (Lat: 44.048531, Lng: -123.080200), Route carried "on" structure: City street C0000, Year Built: 1961, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 5,786 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,536 (year 2025), Design Load: HS 20, Features Intersected: MILL RACE CANAL, Facility Carried by Structure: ALDER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 43.4 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: 33.4 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: April 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 40038, Location: W. EUGENE - OAK PATCH RD. (Lat: 44.046069, Lng: -123.135400), Route carried "on" structure: City street C0000, Year Built: 1973, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 6,885 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 9,592 (year 2025), Design Load: HS 20, Features Intersected: AMAZON CREEK, Facility Carried by Structure: OAK PATCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 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, Inspection Date: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 40038, Location: W. EUGENE - OAK PATCH RD. (Lat: 44.046069, Lng: -123.135400), Route carried "on" structure: City street C0000, Year Built: 1973, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 6,885 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 9,592 (year 2025), Design Load: HS 20, Features Intersected: AMAZON CREEK, Facility Carried by Structure: OAK PATCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 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, Inspection Date: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 40039 000 00011, Location: EUGENE BAILEYH&AMAZON (Lat: 44.046361, Lng: -123.148000), Route carried "on" structure: City street U1055, Year Built: 1973, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 16,813 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 27,277 (year 2025), Design Load: HS 20, Features Intersected: AMAZON CREEK, Facility Carried by Structure: BAILEY HILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 40039 000 00011, Location: EUGENE BAILEYH&AMAZON (Lat: 44.046361, Lng: -123.148000), Route carried "on" structure: City street U1055, Year Built: 1973, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 16,813 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 27,277 (year 2025), Design Load: HS 20, Features Intersected: AMAZON CREEK, Facility Carried by Structure: BAILEY HILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 40040 000 00185, Location: EUGENE 11TH AMAZON CH (Lat: 44.048250, Lng: -123.159261), Route carried "on" structure: City street U1020, Year Built: 1977, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 33,645 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 57,259 (year 2025), Design Load: HS 20, Features Intersected: AMAZON CREEK, Facility Carried by Structure: W 11TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.977, Lanes on structure: 7, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 29.9m (98.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.0 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 40040 000 00185, Location: EUGENE 11TH AMAZON CH (Lat: 44.048250, Lng: -123.159261), Route carried "on" structure: City street U1020, Year Built: 1977, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 33,645 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 57,259 (year 2025), Design Load: HS 20, Features Intersected: AMAZON CREEK, Facility Carried by Structure: W 11TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.977, Lanes on structure: 7, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 29.9m (98.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.0 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 40041 000 00135, Location: BERTELSEN & AMAZON CANAL (Lat: 44.050039, Lng: -123.162439), Route carried "on" structure: City street U1045, Year Built: 1977, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 11,680 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 12,430 (year 2025), Design Load: HS 20, Features Intersected: AMAZON CREEK, Facility Carried by Structure: BERTELSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.173, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 40041 000 00135, Location: BERTELSEN & AMAZON CANAL (Lat: 44.050039, Lng: -123.162439), Route carried "on" structure: City street U1045, Year Built: 1977, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 11,680 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 12,430 (year 2025), Design Load: HS 20, Features Intersected: AMAZON CREEK, Facility Carried by Structure: BERTELSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.173, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 40042, Location: N. OF 11TH AVE. (Lat: 44.048981, Lng: -123.178181), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 5,904 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,744 (year 2025), Design Load: HS 20, Features Intersected: AMAZON CREEK, Facility Carried by Structure: DANEBO AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 40042, Location: N. OF 11TH AVE. (Lat: 44.048981, Lng: -123.178181), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 5,904 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,744 (year 2025), Design Load: HS 20, Features Intersected: AMAZON CREEK, Facility Carried by Structure: DANEBO AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 40046, Location: EUGENE @ ACORN PARK (Lat: 44.047300, Lng: -123.138400), Route carried "on" structure: City street C0000, Year Built: 1980, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 4,132 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,720 (year 2025), Design Load: HS 20, Features Intersected: AMAZON CREEK, Facility Carried by Structure: ACORN PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 40046, Location: EUGENE @ ACORN PARK (Lat: 44.047300, Lng: -123.138400), Route carried "on" structure: City street C0000, Year Built: 1980, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 4,132 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,720 (year 2025), Design Load: HS 20, Features Intersected: AMAZON CREEK, Facility Carried by Structure: ACORN PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 40056 000 00043, Location: FERRY STREET BRIDGE APPR. (Lat: 44.054450, Lng: -123.086172), Route carried "on" structure: City street U1305, Year Built: 1949, Year Reconstructed: 2000, Status: Posted for load, Structure Length: 39.62m (129.99ft), Average Daily Traffic: 74,362 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 129,787 (year 2025), Design Load: HS 15, Features Intersected: UPRR VIADUCT/4-6-7 AVES, Facility Carried by Structure: FERRY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 29 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 26, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 3.6m (11.8ft), Right: 0.0m, Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 15.2 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: 11.7 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: High priority of corrective action, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 39.60m (129.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $11,089,000, Roadway Improvement Cost: $1,109,000, Total Project Cost: $17,743,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 40056 000 00043, Location: FERRY STREET BRIDGE APPR. (Lat: 44.054450, Lng: -123.086172), Route carried "on" structure: City street U1305, Year Built: 1949, Year Reconstructed: 2000, Status: Posted for load, Structure Length: 39.62m (129.99ft), Average Daily Traffic: 74,362 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 129,787 (year 2025), Design Load: HS 15, Features Intersected: UPRR VIADUCT/4-6-7 AVES, Facility Carried by Structure: FERRY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 29 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 26, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 3.6m (11.8ft), Right: 0.0m, Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 15.2 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: 11.7 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: High priority of corrective action, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 39.60m (129.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $11,089,000, Roadway Improvement Cost: $1,109,000, Total Project Cost: $17,743,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 40059, Location: 0.5 MI N BARGER AVE. (Lat: 44.092100, Lng: -123.190081), Route carried "on" structure: City street C0000, Year Built: 1981, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 4,539 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,224 (year 2025), Design Load: HS 20, Features Intersected: A-2 CHANNEL, Facility Carried by Structure: NO. TERRY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 46.0 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: 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: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 40059, Location: 0.5 MI N BARGER AVE. (Lat: 44.092100, Lng: -123.190081), Route carried "on" structure: City street C0000, Year Built: 1981, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 4,539 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,224 (year 2025), Design Load: HS 20, Features Intersected: A-2 CHANNEL, Facility Carried by Structure: NO. TERRY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 46.0 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: 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: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4007, Location: .5 M SW OF I-5/1-105 INTX (Lat: 44.059625, Lng: -123.056208), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 1,498 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,711 (year 2025), Design Load: HS 25 or greater, Features Intersected: Q STREET CANAL, Facility Carried by Structure: UNIVERSITY COMM DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4007, Location: .5 M SW OF I-5/1-105 INTX (Lat: 44.059625, Lng: -123.056208), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 1,498 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,711 (year 2025), Design Load: HS 25 or greater, Features Intersected: Q STREET CANAL, Facility Carried by Structure: UNIVERSITY COMM DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: E6099C015 00009, Location: 00.2 MI W EUGENE ECL (Lat: 44.043825, Lng: -123.052142), Route carried "on" structure: Business State highway 126, Year Built: 1961, Year Reconstructed: 1979, Status: Open, Structure Length: 21.09m (69.19ft), Average Daily Traffic: 6,950 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 10,400 (year 2040), Design Load: HS 20, Features Intersected: OR 99 (01W) NB & UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 5, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.1m (3.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 24.0 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: 18.5 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: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 21.10m (69.23ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Bridge Improvement Cost: $2,216,000, Roadway Improvement Cost: $222,000, Total Project Cost: $3,545,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: E6099C015 00009, Location: 00.2 MI W EUGENE ECL (Lat: 44.043825, Lng: -123.052142), Route carried "on" structure: Business State highway 126, Year Built: 1961, Year Reconstructed: 1979, Status: Open, Structure Length: 21.09m (69.19ft), Average Daily Traffic: 6,950 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 10,400 (year 2040), Design Load: HS 20, Features Intersected: OR 99 (01W) NB & UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 5, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.1m (3.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 24.0 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: 18.5 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: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 21.10m (69.23ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Bridge Improvement Cost: $2,216,000, Roadway Improvement Cost: $222,000, Total Project Cost: $3,545,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: W6099C015 00009, Location: 00.2 MI W EUGENE ECL (Lat: 44.043939, Lng: -123.052447), Route carried "on" structure: Business State highway 126, Year Built: 1961, Year Reconstructed: 1979, Status: Open, Structure Length: 22.43m (73.59ft), Average Daily Traffic: 6,950 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 10,400 (year 2040), Design Load: HS 20, Features Intersected: OR 99 (01W) NB & UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 6, Length of Maximum Span: 43.6m (143.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 16.8 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: 13.0 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: High priority of corrective action, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: W6099C015 00009, Location: 00.2 MI W EUGENE ECL (Lat: 44.043939, Lng: -123.052447), Route carried "on" structure: Business State highway 126, Year Built: 1961, Year Reconstructed: 1979, Status: Open, Structure Length: 22.43m (73.59ft), Average Daily Traffic: 6,950 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 10,400 (year 2040), Design Load: HS 20, Features Intersected: OR 99 (01W) NB & UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 6, Length of Maximum Span: 43.6m (143.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 16.8 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: 13.0 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: High priority of corrective action, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9147133000131, Location: 006 MI SE HWY. (Lat: 44.090181, Lng: -123.152631), Route carried "under" structure: County highway , Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2010), Truck Traffic: 2%, Features Intersected: NW EXPRESSWAY-UPRR YARD, Facility Carried by Structure: MAXWELL ROAD
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 2.929, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.1m (134.8ft)
Structure Number: 9147133000131, Location: 006 MI SE HWY. (Lat: 44.090181, Lng: -123.152631), Route carried "under" structure: County highway , Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2010), Truck Traffic: 2%, Features Intersected: NW EXPRESSWAY-UPRR YARD, Facility Carried by Structure: MAXWELL ROAD
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 2.929, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.1m (134.8ft)
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Structure Number: 935917420001, Location: 005 M S BELTLINE ON DELTA (Lat: 44.085011, Lng: -123.102100), Route carried "under" structure: County highway , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 41,091 (year 2010), Truck Traffic: 5%, Features Intersected: FAU 1335 DELTA HIGHWAY, Facility Carried by Structure: GOODPASTURE IS RD
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 2.140, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 935917420001, Location: 005 M S BELTLINE ON DELTA (Lat: 44.085011, Lng: -123.102100), Route carried "under" structure: County highway , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 41,091 (year 2010), Truck Traffic: 5%, Features Intersected: FAU 1335 DELTA HIGHWAY, Facility Carried by Structure: GOODPASTURE IS RD
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 2.140, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
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Structure Number: 9360174100032, Location: 015 M S BELTLINE ON DELTA (Lat: 44.070231, Lng: -123.101950), Route carried "under" structure: City street U1335, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 42,329 (year 2010), Truck Traffic: 7%, Features Intersected: DELTA HWY, Facility Carried by Structure: VALLEY RIVER DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)
Structure Number: 9360174100032, Location: 015 M S BELTLINE ON DELTA (Lat: 44.070231, Lng: -123.101950), Route carried "under" structure: City street U1335, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 42,329 (year 2010), Truck Traffic: 7%, Features Intersected: DELTA HWY, Facility Carried by Structure: VALLEY RIVER DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)
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Structure Number: 9781185600093, Location: 0093 W I5 AND 30TH AVE IN (Lat: 44.014581, Lng: -123.040450), Route carried "under" structure: County highway , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 2,500 (year 2010), Truck Traffic: 2%, Features Intersected: CO. RD. 1850 AT LANE C.C, Facility Carried by Structure: 30TH AVE
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.306, Lanes on structure: 5, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
Structure Number: 9781185600093, Location: 0093 W I5 AND 30TH AVE IN (Lat: 44.014581, Lng: -123.040450), Route carried "under" structure: County highway , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 2,500 (year 2010), Truck Traffic: 2%, Features Intersected: CO. RD. 1850 AT LANE C.C, Facility Carried by Structure: 30TH AVE
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.306, Lanes on structure: 5, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
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Structure Number: 6837 01W 12599, Location: 00.1 S JCT HWY 015 (Lat: 44.042800, Lng: -123.051681), Route carried "under" structure: ServiceCity street , Year Built: 1951, Structure Length: 0. m, Average Daily Traffic: 11,100 (year 2010), Truck Traffic: 5%, Features Intersected: RIVERVIEW STREET, Facility Carried by Structure: OR 99W (HWY 1W)
Minimum Vertical Clearance: 4.63m (15.19ft), Kilometerpoint: 202.761, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 11.0m (36.1ft)
Structure Number: 6837 01W 12599, Location: 00.1 S JCT HWY 015 (Lat: 44.042800, Lng: -123.051681), Route carried "under" structure: ServiceCity street , Year Built: 1951, Structure Length: 0. m, Average Daily Traffic: 11,100 (year 2010), Truck Traffic: 5%, Features Intersected: RIVERVIEW STREET, Facility Carried by Structure: OR 99W (HWY 1W)
Minimum Vertical Clearance: 4.63m (15.19ft), Kilometerpoint: 202.761, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 11.0m (36.1ft)
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Structure Number: 7214A01W 12398, Location: 01.8 N JCT HWY 015 (Lat: 44.053142, Lng: -123.086667), Route carried "under" structure: State highway 99, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 10,148 (year 2020), Truck Traffic: 8%, Features Intersected: OR 99W, Facility Carried by Structure: FERRY ST
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 199.591, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 7214A01W 12398, Location: 01.8 N JCT HWY 015 (Lat: 44.053142, Lng: -123.086667), Route carried "under" structure: State highway 99, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 10,148 (year 2020), Truck Traffic: 8%, Features Intersected: OR 99W, Facility Carried by Structure: FERRY ST
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 199.591, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
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Structure Number: 7214A01W 12398, Location: 01.8 N JCT HWY 015 (Lat: 44.053142, Lng: -123.086667), Route carried "under" structure: State highway 99, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 10,148 (year 2020), Truck Traffic: 8%, Features Intersected: OR 99W, Facility Carried by Structure: FERRY ST
Minimum Vertical Clearance: 4.79m (15.72ft), Kilometerpoint: 199.591, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 7214A01W 12398, Location: 01.8 N JCT HWY 015 (Lat: 44.053142, Lng: -123.086667), Route carried "under" structure: State highway 99, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 10,148 (year 2020), Truck Traffic: 8%, Features Intersected: OR 99W, Facility Carried by Structure: FERRY ST
Minimum Vertical Clearance: 4.79m (15.72ft), Kilometerpoint: 199.591, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
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Structure Number: 8184 001 19444, Location: 014 MI N OF EUGENE NCL (Lat: 44.069556, Lng: -123.048433), Route carried "under" structure: Interstate 5, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 66,921 (year 2020), Truck Traffic: 17%, Features Intersected: I-5 (HWY 001), Facility Carried by Structure: HARLOW ROAD
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 312.921, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 25.8m (84.6ft)
Structure Number: 8184 001 19444, Location: 014 MI N OF EUGENE NCL (Lat: 44.069556, Lng: -123.048433), Route carried "under" structure: Interstate 5, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 66,921 (year 2020), Truck Traffic: 17%, Features Intersected: I-5 (HWY 001), Facility Carried by Structure: HARLOW ROAD
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 312.921, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 25.8m (84.6ft)
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Structure Number: 8186 001 19349, Location: 018 MI N OF EUGENE SCL (Lat: 44.055786, Lng: -123.050036), Route carried "under" structure: Interstate 5, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 66,921 (year 2020), Truck Traffic: 17%, Features Intersected: I-5 (HWY 001), Facility Carried by Structure: CENTENNIAL BLVD.
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 311.392, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 8186 001 19349, Location: 018 MI N OF EUGENE SCL (Lat: 44.055786, Lng: -123.050036), Route carried "under" structure: Interstate 5, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 66,921 (year 2020), Truck Traffic: 17%, Features Intersected: I-5 (HWY 001), Facility Carried by Structure: CENTENNIAL BLVD.
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 311.392, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
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Structure Number: 8443 001 19198, Location: 003 MI N OF EUGENE SCL (Lat: 44.035483, Lng: -123.044067), Route carried "under" structure: Interstate 5, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 56,653 (year 2020), Truck Traffic: 17%, Features Intersected: I-5 (HWY 001), Facility Carried by Structure: GLENWOOD BLVD
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 308.962, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
Structure Number: 8443 001 19198, Location: 003 MI N OF EUGENE SCL (Lat: 44.035483, Lng: -123.044067), Route carried "under" structure: Interstate 5, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 56,653 (year 2020), Truck Traffic: 17%, Features Intersected: I-5 (HWY 001), Facility Carried by Structure: GLENWOOD BLVD
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 308.962, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
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Structure Number: 8443 001 19198, Location: 003 MI N OF EUGENE SCL (Lat: 44.035483, Lng: -123.044067), Route carried "under" structure: Ramp State highway 5, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 3,285 (year 2020), Truck Traffic: 17%, Features Intersected: I-5 (HWY 001), Facility Carried by Structure: GLENWOOD BLVD
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 308.962, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
Structure Number: 8443 001 19198, Location: 003 MI N OF EUGENE SCL (Lat: 44.035483, Lng: -123.044067), Route carried "under" structure: Ramp State highway 5, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 3,285 (year 2020), Truck Traffic: 17%, Features Intersected: I-5 (HWY 001), Facility Carried by Structure: GLENWOOD BLVD
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 308.962, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
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Structure Number: 8443 001 19198, Location: 003 MI N OF EUGENE SCL (Lat: 44.035483, Lng: -123.044067), Route carried "under" structure: Ramp State highway 5, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 3,355 (year 2020), Truck Traffic: 17%, Features Intersected: I-5 (HWY 001), Facility Carried by Structure: GLENWOOD BLVD
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 308.962, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
Structure Number: 8443 001 19198, Location: 003 MI N OF EUGENE SCL (Lat: 44.035483, Lng: -123.044067), Route carried "under" structure: Ramp State highway 5, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 3,355 (year 2020), Truck Traffic: 17%, Features Intersected: I-5 (HWY 001), Facility Carried by Structure: GLENWOOD BLVD
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 308.962, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
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Structure Number: 8638 069 00959, Location: 03.3 N JCT HWY 01W (Lat: 44.095431, Lng: -123.106842), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 3,700 (year 2010), Truck Traffic: 5%, Features Intersected: WILLAMETTE R & RIVER AVE, Facility Carried by Structure: HWY 69 (WB)
Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 15.434, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 57.9m (190.0ft)
Structure Number: 8638 069 00959, Location: 03.3 N JCT HWY 01W (Lat: 44.095431, Lng: -123.106842), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 3,700 (year 2010), Truck Traffic: 5%, Features Intersected: WILLAMETTE R & RIVER AVE, Facility Carried by Structure: HWY 69 (WB)
Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 15.434, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 57.9m (190.0ft)
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Structure Number: 8638A069 00959, Location: 3.3 N JCT HWY 01W (Lat: 44.095361, Lng: -123.106989), Route carried "under" structure: City street , Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 3,700 (year 2010), Truck Traffic: 5%, Features Intersected: WILLAMETTE R & RIVER AVE, Facility Carried by Structure: HWY 69 (EB)
Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 57.9m (190.0ft)
Structure Number: 8638A069 00959, Location: 3.3 N JCT HWY 01W (Lat: 44.095361, Lng: -123.106989), Route carried "under" structure: City street , Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 3,700 (year 2010), Truck Traffic: 5%, Features Intersected: WILLAMETTE R & RIVER AVE, Facility Carried by Structure: HWY 69 (EB)
Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 57.9m (190.0ft)
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Structure Number: 8689A227C00337, Location: 00.1 MI W HWY 1 JCT (Lat: 44.061492, Lng: -123.051975), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 7,400 (year 2010), Truck Traffic: 15%, Features Intersected: GARDEN WAY, Facility Carried by Structure: I-105 (HWY 227)CON
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 5.423, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 23.5m (77.1ft)
Structure Number: 8689A227C00337, Location: 00.1 MI W HWY 1 JCT (Lat: 44.061492, Lng: -123.051975), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 7,400 (year 2010), Truck Traffic: 15%, Features Intersected: GARDEN WAY, Facility Carried by Structure: I-105 (HWY 227)CON
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 5.423, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 23.5m (77.1ft)
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Structure Number: 8689B227 00336, Location: 00.1 MI W HWY 1 JCT (Lat: 44.062564, Lng: -123.051931), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2010), Truck Traffic: 4%, Features Intersected: GARDEN WAY & CONN 2, Facility Carried by Structure: I-105 (HWY 227) EB
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 5.407, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
Structure Number: 8689B227 00336, Location: 00.1 MI W HWY 1 JCT (Lat: 44.062564, Lng: -123.051931), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2010), Truck Traffic: 4%, Features Intersected: GARDEN WAY & CONN 2, Facility Carried by Structure: I-105 (HWY 227) EB
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 5.407, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
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Structure Number: 8689B227 00336, Location: 00.1 MI W HWY 1 JCT (Lat: 44.062564, Lng: -123.051931), Route carried "under" structure: Ramp Interstate 105, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 3,844 (year 2020), Truck Traffic: 7%, Features Intersected: GARDEN WAY & CONN 2
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 5.745, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
Structure Number: 8689B227 00336, Location: 00.1 MI W HWY 1 JCT (Lat: 44.062564, Lng: -123.051931), Route carried "under" structure: Ramp Interstate 105, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 3,844 (year 2020), Truck Traffic: 7%, Features Intersected: GARDEN WAY & CONN 2
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 5.745, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
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Structure Number: 8689C227 00335, Location: 00.1 MI W HWY 1 JCT (Lat: 44.063447, Lng: -123.051942), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2010), Truck Traffic: 4%, Features Intersected: GARDEN WAY, Facility Carried by Structure: I-105 (HWY 227) WB
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 5.391, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.0m (49.2ft)
Structure Number: 8689C227 00335, Location: 00.1 MI W HWY 1 JCT (Lat: 44.063447, Lng: -123.051942), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2010), Truck Traffic: 4%, Features Intersected: GARDEN WAY, Facility Carried by Structure: I-105 (HWY 227) WB
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 5.391, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.0m (49.2ft)
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Structure Number: 8689D227 00348, Location: 01.5 MI E COBURG R JCT (Lat: 44.063725, Lng: -123.049203), Route carried "under" structure: Interstate 5, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 66,921 (year 2020), Truck Traffic: 17%, Features Intersected: I-5 (HWY 1)
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 312.277, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)
Structure Number: 8689D227 00348, Location: 01.5 MI E COBURG R JCT (Lat: 44.063725, Lng: -123.049203), Route carried "under" structure: Interstate 5, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 66,921 (year 2020), Truck Traffic: 17%, Features Intersected: I-5 (HWY 1)
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 312.277, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)
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Structure Number: 8689D227 00348, Location: 01.5 MI E COBURG R JCT (Lat: 44.063725, Lng: -123.049203), Route carried "under" structure: Interstate 105, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 7,880 (year 2020), Truck Traffic: 27%, Features Intersected: I-5 (HWY 1)
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 5.601, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)
Structure Number: 8689D227 00348, Location: 01.5 MI E COBURG R JCT (Lat: 44.063725, Lng: -123.049203), Route carried "under" structure: Interstate 105, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 7,880 (year 2020), Truck Traffic: 27%, Features Intersected: I-5 (HWY 1)
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 5.601, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)
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Structure Number: 8689E227 00348, Location: 01.5 MI E COBURG RD JCT (Lat: 44.062342, Lng: -123.049358), Route carried "under" structure: Interstate 5, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 66,921 (year 2020), Truck Traffic: 17%, Features Intersected: I-5 (HWY 1)
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 312.116, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)
Structure Number: 8689E227 00348, Location: 01.5 MI E COBURG RD JCT (Lat: 44.062342, Lng: -123.049358), Route carried "under" structure: Interstate 5, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 66,921 (year 2020), Truck Traffic: 17%, Features Intersected: I-5 (HWY 1)
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 312.116, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)
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Structure Number: 8689E227 00348, Location: 01.5 MI E COBURG RD JCT (Lat: 44.062342, Lng: -123.049358), Route carried "under" structure: Ramp Interstate 105, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 7,880 (year 2020), Truck Traffic: 27%, Features Intersected: I-5 (HWY 1)
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 5.601, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)
Structure Number: 8689E227 00348, Location: 01.5 MI E COBURG RD JCT (Lat: 44.062342, Lng: -123.049358), Route carried "under" structure: Ramp Interstate 105, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 7,880 (year 2020), Truck Traffic: 27%, Features Intersected: I-5 (HWY 1)
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 5.601, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)
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Structure Number: 8700A227 00196, Location: 01.9 MI E OR99W JCT (Lat: 44.062344, Lng: -123.080278), Route carried "under" structure: Ramp Interstate 105, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 25,698 (year 2020), Truck Traffic: 7%, Features Intersected: COBURG ROAD
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 3.154, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.5m (136.2ft)
Structure Number: 8700A227 00196, Location: 01.9 MI E OR99W JCT (Lat: 44.062344, Lng: -123.080278), Route carried "under" structure: Ramp Interstate 105, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 25,698 (year 2020), Truck Traffic: 7%, Features Intersected: COBURG ROAD
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 3.154, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.5m (136.2ft)
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Structure Number: 8700A227 00196, Location: 01.9 MI E OR99W JCT (Lat: 44.062344, Lng: -123.080278), Route carried "under" structure: City street , Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 57,500 (year 2018), Truck Traffic: 4%, Features Intersected: COBURG ROAD, Facility Carried by Structure: I-105 (HWY 227)
Minimum Vertical Clearance: 5.76m (18.90ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.5m (136.2ft)
Structure Number: 8700A227 00196, Location: 01.9 MI E OR99W JCT (Lat: 44.062344, Lng: -123.080278), Route carried "under" structure: City street , Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 57,500 (year 2018), Truck Traffic: 4%, Features Intersected: COBURG ROAD, Facility Carried by Structure: I-105 (HWY 227)
Minimum Vertical Clearance: 5.76m (18.90ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.5m (136.2ft)
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Structure Number: 8700B227 00197, Location: 01.9 MI E OR99W JCT (Lat: 44.063186, Lng: -123.078853), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 51,396 (year 2020), Truck Traffic: 7%, Features Intersected: COBURG ROAD, Facility Carried by Structure: I-105 (HWY 227) CO
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 3.170, Lanes on structure: 1, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
Structure Number: 8700B227 00197, Location: 01.9 MI E OR99W JCT (Lat: 44.063186, Lng: -123.078853), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 51,396 (year 2020), Truck Traffic: 7%, Features Intersected: COBURG ROAD, Facility Carried by Structure: I-105 (HWY 227) CO
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 3.170, Lanes on structure: 1, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
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Structure Number: 8864A069 00706, Location: 00.5 N JCT HWY 01W (Lat: 44.097900, Lng: -123.156614), Route carried "under" structure: County highway , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 48,900 (year 2010), Truck Traffic: 9%, Features Intersected: UPRR & NW EXPRESSWAY, Facility Carried by Structure: HWY 69
Minimum Vertical Clearance: 6.58m (21.59ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.1m (134.8ft)
Structure Number: 8864A069 00706, Location: 00.5 N JCT HWY 01W (Lat: 44.097900, Lng: -123.156614), Route carried "under" structure: County highway , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 48,900 (year 2010), Truck Traffic: 9%, Features Intersected: UPRR & NW EXPRESSWAY, Facility Carried by Structure: HWY 69
Minimum Vertical Clearance: 6.58m (21.59ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.1m (134.8ft)
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Structure Number: 8965E227 00171, Location: 01.7 MI E OR99W JCT (Lat: 44.061267, Lng: -123.084614), Route carried "under" structure: City street , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 56,000 (year 2010), Truck Traffic: 4%, Features Intersected: COUNTY CLUB ROAD, Facility Carried by Structure: I-105 (HWY 227)
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 2.752, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft)
Structure Number: 8965E227 00171, Location: 01.7 MI E OR99W JCT (Lat: 44.061267, Lng: -123.084614), Route carried "under" structure: City street , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 56,000 (year 2010), Truck Traffic: 4%, Features Intersected: COUNTY CLUB ROAD, Facility Carried by Structure: I-105 (HWY 227)
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 2.752, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft)
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Structure Number: 8966 227 00081, Location: 00.8 MI E OR99W JCT (Lat: 44.063758, Lng: -123.100883), Route carried "under" structure: Ramp Interstate 105, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 49,664 (year 2020), Truck Traffic: 5%, Features Intersected: WILLAMETTE RIVER
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 1.304, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: 8966 227 00081, Location: 00.8 MI E OR99W JCT (Lat: 44.063758, Lng: -123.100883), Route carried "under" structure: Ramp Interstate 105, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 49,664 (year 2020), Truck Traffic: 5%, Features Intersected: WILLAMETTE RIVER
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 1.304, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.4m (126.0ft)
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Structure Number: 9324 069 01064, Location: 02.1 W JCT HWY 001 (Lat: 44.089017, Lng: -123.088192), Route carried "under" structure: State highway 569, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 53,073 (year 2020), Truck Traffic: 10%, Features Intersected: HWY 69, Facility Carried by Structure: NORKENZIE ROAD
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 17.123, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
Structure Number: 9324 069 01064, Location: 02.1 W JCT HWY 001 (Lat: 44.089017, Lng: -123.088192), Route carried "under" structure: State highway 569, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 53,073 (year 2020), Truck Traffic: 10%, Features Intersected: HWY 69, Facility Carried by Structure: NORKENZIE ROAD
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 17.123, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
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Structure Number: 9327 069 01098, Location: 0.2 W JCT HWY 001 (Lat: 44.088078, Lng: -123.081250), Route carried "under" structure: State highway 569, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 50,345 (year 2020), Truck Traffic: 10%, Features Intersected: HWY 69, Facility Carried by Structure: GILHAM ROAD
Minimum Vertical Clearance: 4.76m (15.62ft), Kilometerpoint: 17.671, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 9327 069 01098, Location: 0.2 W JCT HWY 001 (Lat: 44.088078, Lng: -123.081250), Route carried "under" structure: State highway 569, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 50,345 (year 2020), Truck Traffic: 10%, Features Intersected: HWY 69, Facility Carried by Structure: GILHAM ROAD
Minimum Vertical Clearance: 4.76m (15.62ft), Kilometerpoint: 17.671, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 9358 069 01005, Location: 02.7 W JCT HWY 001 (Lat: 44.091592, Lng: -123.099186), Route carried "under" structure: State highway 569, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 53,073 (year 2020), Truck Traffic: 10%, Features Intersected: HWY 069, Facility Carried by Structure: DELTA HWY (CO RD)
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 16.174, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft)
Structure Number: 9358 069 01005, Location: 02.7 W JCT HWY 001 (Lat: 44.091592, Lng: -123.099186), Route carried "under" structure: State highway 569, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 53,073 (year 2020), Truck Traffic: 10%, Features Intersected: HWY 069, Facility Carried by Structure: DELTA HWY (CO RD)
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 16.174, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft)
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Structure Number: 9600 01WC12352, Location: AT JCT HWY 227 (I-105) (Lat: 44.053783, Lng: -123.100331), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 4,040 (year 2010), Truck Traffic: 15%, Features Intersected: WASHINGTON STREET, Facility Carried by Structure: I-105 (HWY 227) EB
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.418, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 9600 01WC12352, Location: AT JCT HWY 227 (I-105) (Lat: 44.053783, Lng: -123.100331), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 4,040 (year 2010), Truck Traffic: 15%, Features Intersected: WASHINGTON STREET, Facility Carried by Structure: I-105 (HWY 227) EB
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.418, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.1m (125.0ft)
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Structure Number: 9600C227C00022, Location: S99W JCT ,HWY 1W (Lat: 44.054000, Lng: -123.101800), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2010), Truck Traffic: 4%, Features Intersected: JEFFERSON STREET, Facility Carried by Structure: I-105 (HWY 227)CON
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.418, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 9600C227C00022, Location: S99W JCT ,HWY 1W (Lat: 44.054000, Lng: -123.101800), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2010), Truck Traffic: 4%, Features Intersected: JEFFERSON STREET, Facility Carried by Structure: I-105 (HWY 227)CON
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.418, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.1m (125.0ft)
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Structure Number: 9600E227 00026, Location: SB OR 99W JCT ,HWY 1W (Lat: 44.055381, Lng: -123.100847), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2010), Truck Traffic: 4%, Features Intersected: HWY 1W, CITY STS. & SPRR, Facility Carried by Structure: I-105 (HWY 227) EB
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.418, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 50.6m (166.0ft)
Structure Number: 9600E227 00026, Location: SB OR 99W JCT ,HWY 1W (Lat: 44.055381, Lng: -123.100847), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2010), Truck Traffic: 4%, Features Intersected: HWY 1W, CITY STS. & SPRR, Facility Carried by Structure: I-105 (HWY 227) EB
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.418, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 50.6m (166.0ft)
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Structure Number: 9600E227 00026, Location: SB OR 99W JCT ,HWY 1W (Lat: 44.055381, Lng: -123.100847), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2010), Truck Traffic: 4%, Features Intersected: HWY 1W, CITY STS. & SPRR, Facility Carried by Structure: I-105 (HWY 227) EB
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 0.418, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 50.6m (166.0ft)
Structure Number: 9600E227 00026, Location: SB OR 99W JCT ,HWY 1W (Lat: 44.055381, Lng: -123.100847), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2010), Truck Traffic: 4%, Features Intersected: HWY 1W, CITY STS. & SPRR, Facility Carried by Structure: I-105 (HWY 227) EB
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 0.418, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 50.6m (166.0ft)
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Structure Number: 9600E227 00026, Location: SB OR 99W JCT ,HWY 1W (Lat: 44.055381, Lng: -123.100847), Route carried "under" structure: State highway 99, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 20,296 (year 2020), Truck Traffic: 8%, Features Intersected: HWY 1W, CITY STS. & SPRR, Facility Carried by Structure: I-105 (HWY 227) EB
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 198.400, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 50.6m (166.0ft)
Structure Number: 9600E227 00026, Location: SB OR 99W JCT ,HWY 1W (Lat: 44.055381, Lng: -123.100847), Route carried "under" structure: State highway 99, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 20,296 (year 2020), Truck Traffic: 8%, Features Intersected: HWY 1W, CITY STS. & SPRR, Facility Carried by Structure: I-105 (HWY 227) EB
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 198.400, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 50.6m (166.0ft)
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Structure Number: 9600W227 00026, Location: SB OR 99W JCT ,HWY 1W (Lat: 44.055689, Lng: -123.101367), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2010), Truck Traffic: 4%, Features Intersected: HWY 1W, CITY STS. & SPRR, Facility Carried by Structure: I-105 (HWY 227) WB
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.418, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 50.6m (166.0ft)
Structure Number: 9600W227 00026, Location: SB OR 99W JCT ,HWY 1W (Lat: 44.055689, Lng: -123.101367), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2010), Truck Traffic: 4%, Features Intersected: HWY 1W, CITY STS. & SPRR, Facility Carried by Structure: I-105 (HWY 227) WB
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.418, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 50.6m (166.0ft)
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Structure Number: 9600W227 00026, Location: SB OR 99W JCT ,HWY 1W (Lat: 44.055689, Lng: -123.101367), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2010), Truck Traffic: 4%, Features Intersected: HWY 1W, CITY STS. & SPRR, Facility Carried by Structure: I-105 (HWY 227) WB
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 0.418, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 50.6m (166.0ft)
Structure Number: 9600W227 00026, Location: SB OR 99W JCT ,HWY 1W (Lat: 44.055689, Lng: -123.101367), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2010), Truck Traffic: 4%, Features Intersected: HWY 1W, CITY STS. & SPRR, Facility Carried by Structure: I-105 (HWY 227) WB
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 0.418, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 50.6m (166.0ft)
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Structure Number: 9600W227 00026, Location: SB OR 99W JCT ,HWY 1W (Lat: 44.055689, Lng: -123.101367), Route carried "under" structure: State highway 99, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 20,296 (year 2020), Truck Traffic: 8%, Features Intersected: HWY 1W, CITY STS. & SPRR, Facility Carried by Structure: I-105 (HWY 227) WB
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 198.319, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 50.6m (166.0ft)
Structure Number: 9600W227 00026, Location: SB OR 99W JCT ,HWY 1W (Lat: 44.055689, Lng: -123.101367), Route carried "under" structure: State highway 99, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 20,296 (year 2020), Truck Traffic: 8%, Features Intersected: HWY 1W, CITY STS. & SPRR, Facility Carried by Structure: I-105 (HWY 227) WB
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 198.319, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 50.6m (166.0ft)
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Structure Number: 9744 069 00846, Location: 01.9 N JCT HWY 01W (Lat: 44.097056, Lng: -123.128581), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 50,100 (year 2010), Truck Traffic: 9%, Features Intersected: RIVER ROAD, Facility Carried by Structure: HWY 69
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 7, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)
Structure Number: 9744 069 00846, Location: 01.9 N JCT HWY 01W (Lat: 44.097056, Lng: -123.128581), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 50,100 (year 2010), Truck Traffic: 9%, Features Intersected: RIVER ROAD, Facility Carried by Structure: HWY 69
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 7, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)
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Structure Number: 9941 069 00658, Location: BELTLINE & 99 (Lat: 44.096783, Lng: -123.165656), Route carried "under" structure: State highway 99, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 20,296 (year 2020), Truck Traffic: 8%, Features Intersected: HWY 1W AND BNSF, Facility Carried by Structure: HWY 69
Minimum Vertical Clearance: 6.50m (21.33ft), Kilometerpoint: 190.579, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.8m (147.0ft)
Structure Number: 9941 069 00658, Location: BELTLINE & 99 (Lat: 44.096783, Lng: -123.165656), Route carried "under" structure: State highway 99, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 20,296 (year 2020), Truck Traffic: 8%, Features Intersected: HWY 1W AND BNSF, Facility Carried by Structure: HWY 69
Minimum Vertical Clearance: 6.50m (21.33ft), Kilometerpoint: 190.579, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.8m (147.0ft)
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Structure Number: 9942 069 00683, Location: 00.2 N JCT HWY 01W (Lat: 44.097803, Lng: -123.160981), Route carried "under" structure: City street , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 37,300 (year 2010), Truck Traffic: 9%, Features Intersected: PRAIRIE ROAD, Facility Carried by Structure: HWY 69
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
Structure Number: 9942 069 00683, Location: 00.2 N JCT HWY 01W (Lat: 44.097803, Lng: -123.160981), Route carried "under" structure: City street , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 37,300 (year 2010), Truck Traffic: 9%, Features Intersected: PRAIRIE ROAD, Facility Carried by Structure: HWY 69
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
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Structure Number: 16267 069 01166, Location: 01.1 W JCT HWY 001 (Lat: 44.087642, Lng: -123.067714), Route carried "under" structure: City street , Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 49,600 (year 2010), Truck Traffic: 9%, Features Intersected: COBURG ROAD, Facility Carried by Structure: HWY 69
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 18.765, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: 16267 069 01166, Location: 01.1 W JCT HWY 001 (Lat: 44.087642, Lng: -123.067714), Route carried "under" structure: City street , Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 49,600 (year 2010), Truck Traffic: 9%, Features Intersected: COBURG ROAD, Facility Carried by Structure: HWY 69
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 18.765, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.6m (120.1ft)
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Structure Number: 17474 069 00572, Location: 0260 MI W OF 11TH AVE JCT (Lat: 44.084558, Lng: -123.171953), Route carried "under" structure: City street , Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 37,516 (year 2020), Truck Traffic: 7%, Features Intersected: BARGER DRIVE, Facility Carried by Structure: HWY 69
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 9.205, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 40.8m (133.9ft)
Structure Number: 17474 069 00572, Location: 0260 MI W OF 11TH AVE JCT (Lat: 44.084558, Lng: -123.171953), Route carried "under" structure: City street , Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 37,516 (year 2020), Truck Traffic: 7%, Features Intersected: BARGER DRIVE, Facility Carried by Structure: HWY 69
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 9.205, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 40.8m (133.9ft)
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Structure Number: 17945 069 00461, Location: .37 M NORTH OF HWY 62 (Lat: 44.070019, Lng: -123.173603), Route carried "under" structure: Business City street , Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 20,000 (year 2010), Truck Traffic: 6%, Features Intersected: ROYAL AVENUE, Facility Carried by Structure: HWY 69
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 7.419, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 36.0m (118.1ft)
Structure Number: 17945 069 00461, Location: .37 M NORTH OF HWY 62 (Lat: 44.070019, Lng: -123.173603), Route carried "under" structure: Business City street , Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 20,000 (year 2010), Truck Traffic: 6%, Features Intersected: ROYAL AVENUE, Facility Carried by Structure: HWY 69
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 7.419, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 36.0m (118.1ft)
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Structure Number: 20060 001 19546, Location: NCL Eugene (Lat: 44.083600, Lng: -123.047200), Route carried "under" structure: State highway 69, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 33,069 (year 2020), Truck Traffic: 10%, Features Intersected: I-5 (HWY 001), Facility Carried by Structure: HWY 1NB CONN
Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 20.503, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 85.0m (278.9ft)
Structure Number: 20060 001 19546, Location: NCL Eugene (Lat: 44.083600, Lng: -123.047200), Route carried "under" structure: State highway 69, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 33,069 (year 2020), Truck Traffic: 10%, Features Intersected: I-5 (HWY 001), Facility Carried by Structure: HWY 1NB CONN
Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 20.503, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 85.0m (278.9ft)
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Structure Number: 20060 001 19546, Location: NCL Eugene (Lat: 44.083600, Lng: -123.047200), Route carried "under" structure: Interstate 5, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 40,874 (year 2020), Truck Traffic: 26%, Features Intersected: I-5 (HWY 001), Facility Carried by Structure: HWY 1NB CONN
Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 314.546, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 85.0m (278.9ft)
Structure Number: 20060 001 19546, Location: NCL Eugene (Lat: 44.083600, Lng: -123.047200), Route carried "under" structure: Interstate 5, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 40,874 (year 2020), Truck Traffic: 26%, Features Intersected: I-5 (HWY 001), Facility Carried by Structure: HWY 1NB CONN
Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 314.546, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 85.0m (278.9ft)
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Structure Number: 20597 001 1974, Location: 044 MI N OF EUGENE NCL (Lat: 44.111961, Lng: -123.045200), Route carried "under" structure: ServiceCounty highway , Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 2,122 (year 2010), Features Intersected: MCKENZIE R & FRONT RD, Facility Carried by Structure: I-5 (HWY 001) NB
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 54.9m (180.1ft)
Structure Number: 20597 001 1974, Location: 044 MI N OF EUGENE NCL (Lat: 44.111961, Lng: -123.045200), Route carried "under" structure: ServiceCounty highway , Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 2,122 (year 2010), Features Intersected: MCKENZIE R & FRONT RD, Facility Carried by Structure: I-5 (HWY 001) NB
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 54.9m (180.1ft)
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Structure Number: 20598 001 1974, Location: 044 MI N OF EUGENE NCL (Lat: 44.111983, Lng: -123.045667), Route carried "under" structure: ServiceCounty highway , Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 2,122 (year 2010), Features Intersected: MCKENZIE R & FRONT RD, Facility Carried by Structure: I-5 (HWY 001) SB
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 54.9m (180.1ft)
Structure Number: 20598 001 1974, Location: 044 MI N OF EUGENE NCL (Lat: 44.111983, Lng: -123.045667), Route carried "under" structure: ServiceCounty highway , Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 2,122 (year 2010), Features Intersected: MCKENZIE R & FRONT RD, Facility Carried by Structure: I-5 (HWY 001) SB
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 54.9m (180.1ft)
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Structure Number: 21038 001 19275, Location: 01.1 MI N OF EUGENE SCL (Lat: 44.044950, Lng: -123.050131), Route carried "under" structure: State highway 15, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 13,900 (year 2020), Truck Traffic: 3%, Features Intersected: WILLAMETTE R HWY015 UPRR, Facility Carried by Structure: I-5 NB (HWY 001)
Minimum Vertical Clearance: 7.16m (23.49ft), Kilometerpoint: 0.290, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Arch - Deck, Length of Maximum Span: 126.8m (416.0ft)
Structure Number: 21038 001 19275, Location: 01.1 MI N OF EUGENE SCL (Lat: 44.044950, Lng: -123.050131), Route carried "under" structure: State highway 15, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 13,900 (year 2020), Truck Traffic: 3%, Features Intersected: WILLAMETTE R HWY015 UPRR, Facility Carried by Structure: I-5 NB (HWY 001)
Minimum Vertical Clearance: 7.16m (23.49ft), Kilometerpoint: 0.290, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Arch - Deck, Length of Maximum Span: 126.8m (416.0ft)
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Structure Number: 21039 001 19275, Location: 01.1 MI N OF EUGENE SCL (Lat: 44.044950, Lng: -123.050139), Route carried "under" structure: State highway 15, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 13,900 (year 2020), Truck Traffic: 3%, Features Intersected: WILLAMETTE R HWY 15 UPRR, Facility Carried by Structure: I-5 (HWY 001)
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.290, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Arch - Deck, Length of Maximum Span: 126.8m (416.0ft)
Structure Number: 21039 001 19275, Location: 01.1 MI N OF EUGENE SCL (Lat: 44.044950, Lng: -123.050139), Route carried "under" structure: State highway 15, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 13,900 (year 2020), Truck Traffic: 3%, Features Intersected: WILLAMETTE R HWY 15 UPRR, Facility Carried by Structure: I-5 (HWY 001)
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.290, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Arch - Deck, Length of Maximum Span: 126.8m (416.0ft)
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Structure Number: 21576 069 01276, Location: JCT HWY 001 - HWY 069 (Lat: 44.084164, Lng: -123.046664), Route carried "under" structure: Interstate 5, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 40,874 (year 2020), Truck Traffic: 26%, Features Intersected: I-5 (HWY 001), Facility Carried by Structure: HWY 69
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 314.546, Lanes on structure: 6, Lanes under structure: 7, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
Structure Number: 21576 069 01276, Location: JCT HWY 001 - HWY 069 (Lat: 44.084164, Lng: -123.046664), Route carried "under" structure: Interstate 5, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 40,874 (year 2020), Truck Traffic: 26%, Features Intersected: I-5 (HWY 001), Facility Carried by Structure: HWY 69
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 314.546, Lanes on structure: 6, Lanes under structure: 7, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
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Structure Number: 22134 17420001, Location: 005 M S BELTLINE ON DELTA (Lat: 44.085028, Lng: -123.102111), Route carried "under" structure: County highway , Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 41,091 (year 2010), Truck Traffic: 5%, Features Intersected: DELTA HIGHWAY, Facility Carried by Structure: GOODPASTURE IS RD
Minimum Vertical Clearance: 5.48m (17.98ft), Kilometerpoint: 2.140, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Slab, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 22134 17420001, Location: 005 M S BELTLINE ON DELTA (Lat: 44.085028, Lng: -123.102111), Route carried "under" structure: County highway , Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 41,091 (year 2010), Truck Traffic: 5%, Features Intersected: DELTA HIGHWAY, Facility Carried by Structure: GOODPASTURE IS RD
Minimum Vertical Clearance: 5.48m (17.98ft), Kilometerpoint: 2.140, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Slab, Length of Maximum Span: 19.5m (64.0ft)
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Structure Number: 23324069AQ01069, Location: 02.7 W JCT HWY 001 (Lat: 44.091400, Lng: -123.098889), Route carried "under" structure: State highway 569, Year Built: 2021, Structure Length: 0. m, Average Daily Traffic: 53,073 (year 2020), Truck Traffic: 10%, Features Intersected: HWY 069, Facility Carried by Structure: HWY 069AQ
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 16.222, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.5m (116.5ft)
Structure Number: 23324069AQ01069, Location: 02.7 W JCT HWY 001 (Lat: 44.091400, Lng: -123.098889), Route carried "under" structure: State highway 569, Year Built: 2021, Structure Length: 0. m, Average Daily Traffic: 53,073 (year 2020), Truck Traffic: 10%, Features Intersected: HWY 069, Facility Carried by Structure: HWY 069AQ
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 16.222, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.5m (116.5ft)
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Structure Number: 39C151185000208, Location: 0208 W I5 30 AVE INTER (Lat: 44.022519, Lng: -123.059961), Route carried "under" structure: City street , Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 500 (year 2010), Truck Traffic: 1%, Features Intersected: 30TH AVENUE, Facility Carried by Structure: SPRING BLVD
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 39C151185000208, Location: 0208 W I5 30 AVE INTER (Lat: 44.022519, Lng: -123.059961), Route carried "under" structure: City street , Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 500 (year 2010), Truck Traffic: 1%, Features Intersected: 30TH AVENUE, Facility Carried by Structure: SPRING BLVD
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Length of Maximum Span: 24.4m (80.1ft)
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Structure Number: 39C1821475, Location: CHAMBERS @ 1ST. STREET (Lat: 44.058811, Lng: -123.117400), Route carried "under" structure: City street , Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 500 (year 2010), Truck Traffic: 1%, Features Intersected: WEST FIRST AVE, Facility Carried by Structure: CHAMBERS STREET
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Slab, Length of Maximum Span: 18.0m (59.1ft)
Structure Number: 39C1821475, Location: CHAMBERS @ 1ST. STREET (Lat: 44.058811, Lng: -123.117400), Route carried "under" structure: City street , Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 500 (year 2010), Truck Traffic: 1%, Features Intersected: WEST FIRST AVE, Facility Carried by Structure: CHAMBERS STREET
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Slab, Length of Maximum Span: 18.0m (59.1ft)
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Structure Number: 40056 000 00043, Location: FERRY STREET BRIDGE APPR. (Lat: 44.054450, Lng: -123.086172), Route carried "under" structure: City street , Year Built: 1949, Structure Length: 0. m, Average Daily Traffic: 500 (year 2010), Truck Traffic: 1%, Features Intersected: UPRR VIADUCT/4-6-7 AVES, Facility Carried by Structure: FERRY ST
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.0m (59.1ft)
Structure Number: 40056 000 00043, Location: FERRY STREET BRIDGE APPR. (Lat: 44.054450, Lng: -123.086172), Route carried "under" structure: City street , Year Built: 1949, Structure Length: 0. m, Average Daily Traffic: 500 (year 2010), Truck Traffic: 1%, Features Intersected: UPRR VIADUCT/4-6-7 AVES, Facility Carried by Structure: FERRY ST
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.0m (59.1ft)
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Structure Number: 40056 000 00043, Location: FERRY STREET BRIDGE APPR. (Lat: 44.054450, Lng: -123.086172), Route carried "under" structure: City street , Year Built: 1949, Structure Length: 0. m, Average Daily Traffic: 520 (year 2010), Truck Traffic: 1%, Features Intersected: UPRR VIADUCT/4-6-7 AVES, Facility Carried by Structure: FERRY ST
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.0m (59.1ft)
Structure Number: 40056 000 00043, Location: FERRY STREET BRIDGE APPR. (Lat: 44.054450, Lng: -123.086172), Route carried "under" structure: City street , Year Built: 1949, Structure Length: 0. m, Average Daily Traffic: 520 (year 2010), Truck Traffic: 1%, Features Intersected: UPRR VIADUCT/4-6-7 AVES, Facility Carried by Structure: FERRY ST
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.0m (59.1ft)
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Structure Number: 40056 000 00043, Location: FERRY STREET BRIDGE APPR. (Lat: 44.054450, Lng: -123.086172), Route carried "under" structure: City street , Year Built: 1949, Structure Length: 0. m, Average Daily Traffic: 500 (year 2010), Truck Traffic: 1%, Features Intersected: UPRR VIADUCT/4-6-7 AVES, Facility Carried by Structure: FERRY ST
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.0m (59.1ft)
Structure Number: 40056 000 00043, Location: FERRY STREET BRIDGE APPR. (Lat: 44.054450, Lng: -123.086172), Route carried "under" structure: City street , Year Built: 1949, Structure Length: 0. m, Average Daily Traffic: 500 (year 2010), Truck Traffic: 1%, Features Intersected: UPRR VIADUCT/4-6-7 AVES, Facility Carried by Structure: FERRY ST
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.0m (59.1ft)
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Structure Number: E6099C015 00009, Location: 00.2 MI W EUGENE ECL (Lat: 44.043825, Lng: -123.052142), Route carried "under" structure: State highway 99, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 5,181 (year 2020), Truck Traffic: 6%, Features Intersected: OR 99 (01W) NB & UPRR, Facility Carried by Structure: OR 126 (HWY 015)EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
Structure Number: E6099C015 00009, Location: 00.2 MI W EUGENE ECL (Lat: 44.043825, Lng: -123.052142), Route carried "under" structure: State highway 99, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 5,181 (year 2020), Truck Traffic: 6%, Features Intersected: OR 99 (01W) NB & UPRR, Facility Carried by Structure: OR 126 (HWY 015)EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
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Structure Number: W6099C015 00009, Location: 00.2 MI W EUGENE ECL (Lat: 44.043939, Lng: -123.052447), Route carried "under" structure: State highway 99, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 5,181 (year 2020), Truck Traffic: 6%, Features Intersected: OR 99 (01W) NB & UPRR, Facility Carried by Structure: OR 126 (HWY 015)WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.6m (143.0ft)
Structure Number: W6099C015 00009, Location: 00.2 MI W EUGENE ECL (Lat: 44.043939, Lng: -123.052447), Route carried "under" structure: State highway 99, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 5,181 (year 2020), Truck Traffic: 6%, Features Intersected: OR 99 (01W) NB & UPRR, Facility Carried by Structure: OR 126 (HWY 015)WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.6m (143.0ft)