Bridge Statistics for Eugene, Oregon (OR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)