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

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Structure Number: 8705A069 01015,  Location: 02.6 W JCT HWY 001 (Lat: 44.090914,  Lng: -123.097747),  Route carried "on" structure: State highway 569,  Year Built: 1965,  Status: Open,  Structure Length: 2.57m (8.43ft),  Average Daily Traffic: 26,536 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 33,900 (year 2040),  Design Load: HS 20,  Features Intersected: DEBRICK SLOUGH,  Facility Carried by Structure: HWY 69 (EB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.335,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 30.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 23.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 8705B069C01015,  Location: 02.6 W JCT HWY 001 (Lat: 44.091536,  Lng: -123.097186),  Route carried "on" structure: Ramp State highway 69,  Year Built: 1964,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 8,733 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,500 (year 2030),  Design Load: HS 20,  Features Intersected: SLOUGH (WB OFF RAMP)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.335,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 38.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present 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: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8705C069C01015,  Location: 02.6 W JCT HWY 001 (Lat: 44.090242,  Lng: -123.097633),  Route carried "on" structure: Ramp State highway 69,  Year Built: 1964,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 15,744 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,400 (year 2030),  Design Load: HS 20,  Features Intersected: SLOUGH (EB ON RAMP)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.335,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8864A069 00706,  Location: 00.5 N JCT HWY 01W (Lat: 44.097900,  Lng: -123.156614),  Route carried "on" structure: State highway 569,  Year Built: 1963,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 16.67m (54.69ft),  Average Daily Traffic: 53,100 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 73,100 (year 2040),  Design Load: HS 20,  Features Intersected: UPRR & NW EXPRESSWAY,  Facility Carried by Structure: HWY 69
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.362,  Lanes on structure: 6,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.9m (94.8ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 28.9m (94.8ft),  Out-to-Out Width: 31.2m (102.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 21.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8965E227 00171,  Location: 01.7 MI E OR99W JCT (Lat: 44.061267,  Lng: -123.084614),  Route carried "on" structure: Interstate 105,  Year Built: 1963,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 51,396 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 75,600 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COUNTY CLUB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.752,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.3m (76.4ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 14.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 11.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.00m (16.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,347,000,  Roadway Improvement Cost: $135,000,  Total Project Cost: $2,155,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 8966 227 00081,  Location: 00.8 MI E OR99W JCT (Lat: 44.063758,  Lng: -123.100883),  Route carried "on" structure: Interstate 105,  Year Built: 1967,  Status: Open,  Structure Length: 25.73m (84.42ft),  Average Daily Traffic: 49,664 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 69,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WILLAMETTE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.304,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.0m (75.5ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 23.0m (75.5ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  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: 12.0 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior 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: October 2020,  Underwater Inspection Date: August 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8966R227 00101,  Location: 01.0 MI E OR99W JCT (Lat: 44.064500,  Lng: -123.100600),  Route carried "on" structure: Ramp Interstate 105,  Year Built: 1967,  Status: Open,  Structure Length: 3.18m (10.43ft),  Average Daily Traffic: 9,212 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,300 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: BICYCLE PATH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.331,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.8m (104.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 36.0 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 9324 069 01064,  Location: 02.1 W JCT HWY 001 (Lat: 44.089017,  Lng: -123.088192),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 5,712 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,813 (year 2030),  Design Load: HS 20,  Features Intersected: HWY 69,  Facility Carried by Structure: NORKENZIE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.123,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 29.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 22.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.30m (20.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $898,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $1,436,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9327 069 01098,  Location: 0.2 W JCT HWY 001 (Lat: 44.088078,  Lng: -123.081250),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 5,883 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,047 (year 2030),  Design Load: HS 20,  Features Intersected: HWY 69,  Facility Carried by Structure: GILHAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.671,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Good,  Operating Rating: 24.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 18.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.70m (18.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $819,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $1,311,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9358 069 01005,  Location: 02.7 W JCT HWY 001 (Lat: 44.091592,  Lng: -123.099186),  Route carried "on" structure: County highway 569,  Year Built: 1965,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 1,229 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,700 (year 2030),  Design Load: HS 20,  Features Intersected: HWY 069,  Facility Carried by Structure: DELTA HWY (CO RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.174,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 29.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 22.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.50m (24.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,279,000,  Roadway Improvement Cost: $128,000,  Total Project Cost: $2,047,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 9460 069 00392,  Location: 00.8 N W 11 TH AVE JCT (Lat: 44.060053,  Lng: -123.173636),  Route carried "on" structure: State highway 569,  Year Built: 1967,  Status: Open,  Structure Length: 9.00m (29.53ft),  Average Daily Traffic: 25,056 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 41,400 (year 2040),  Design Load: HS 20,  Features Intersected: UPRR,  Facility Carried by Structure: HWY 69
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.309,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.7m (64.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 22.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 9600 01WC12352,  Location: AT JCT HWY 227 (I-105) (Lat: 44.053783,  Lng: -123.100331),  Route carried "on" structure: Ramp State highway 126,  Year Built: 1973,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 8,100 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,300 (year 2030),  Design Load: HS 20,  Features Intersected: WASHINGTON STREET,  Facility Carried by Structure: I-105 (HWY 227) EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 198.786,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 69.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.30m (30.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $977,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $1,563,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9600C227C00022,  Location: S99W JCT ,HWY 1W (Lat: 44.054000,  Lng: -123.101800),  Route carried "on" structure: Interstate 105,  Year Built: 1973,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 16,800 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,700 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: JEFFERSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 69.0 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.30m (30.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $977,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $1,563,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9600E227 00026,  Location: SB OR 99W JCT ,HWY 1W (Lat: 44.055381,  Lng: -123.100847),  Route carried "on" structure: Interstate 105,  Year Built: 1973,  Status: Open,  Structure Length: 36.94m (121.19ft),  Average Daily Traffic: 25,486 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 33,450 (year 2040),  Design Load: HS 20,  Features Intersected: HWY 1W, CITY STS. & SPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 3,  Length of Maximum Span: 50.6m (166.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 20.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 15.6 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 68.20m (223.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $9,222,000,  Roadway Improvement Cost: $922,000,  Total Project Cost: $14,756,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9600L227 00028,  Location: SB OR 99W JCT ,HWY 1W (Lat: 44.058000,  Lng: -123.101100),  Route carried "on" structure: Interstate 105,  Year Built: 1973,  Status: Open,  Structure Length: 31.27m (102.59ft),  Average Daily Traffic: 50,973 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 66,900 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HWY 1W, CITY STS. & SPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.5m (96.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 1,  Length of Maximum Span: 50.6m (166.0ft),  Curb-To-Curb Width: 29.5m (96.8ft),  Out-to-Out Width: 30.6m (100.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 38.2 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: 29.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9600W227 00026,  Location: SB OR 99W JCT ,HWY 1W (Lat: 44.055689,  Lng: -123.101367),  Route carried "on" structure: Interstate 105,  Year Built: 1973,  Status: Open,  Structure Length: 36.94m (121.19ft),  Average Daily Traffic: 25,486 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 33,450 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HWY 1W, CITY STS. & SPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 3,  Length of Maximum Span: 50.6m (166.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 13.0 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: 10.0 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 68.20m (223.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $11,983,000,  Roadway Improvement Cost: $1,198,000,  Total Project Cost: $19,173,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9744 069 00846,  Location: 01.9 N JCT HWY 01W (Lat: 44.097056,  Lng: -123.128581),  Route carried "on" structure: State highway 569,  Year Built: 1970,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 64,323 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 93,800 (year 2040),  Design Load: HS 20,  Features Intersected: RIVER ROAD,  Facility Carried by Structure: HWY 69
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.615,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 25.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 9941 069 00658,  Location: BELTLINE & 99 (Lat: 44.096783,  Lng: -123.165656),  Route carried "on" structure: State highway 569,  Year Built: 1971,  Status: Open,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 51,138 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 72,300 (year 2040),  Design Load: HS 20,  Features Intersected: HWY 1W AND BNSF,  Facility Carried by Structure: HWY 69
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.589,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 25.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 20.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9942 069 00683,  Location: 00.2 N JCT HWY 01W (Lat: 44.097803,  Lng: -123.160981),  Route carried "on" structure: State highway 569,  Year Built: 1971,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 51,138 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 72,300 (year 2040),  Design Load: HS 20,  Features Intersected: PRAIRIE ROAD,  Facility Carried by Structure: HWY 69
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.992,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 17.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.00m (13.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $416,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $666,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 13424A314500032,  Location: 003 E RIVER RD-LONE PINE (Lat: 44.161661,  Lng: -123.151661),  Route carried "on" structure: County highway C3145,  Year Built: 1985,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 430 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 491 (year 2025),  Design Load: HS 20,  Features Intersected: MARSHALL SLOUGH,  Facility Carried by Structure: LONE PINE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.501,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13461A370000268,  Location: 015 MI SW MAHLON SWEET AP (Lat: 44.105639,  Lng: -123.225689),  Route carried "on" structure: County highway A0454,  Year Built: 1974,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 8,958 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,603 (year 2025),  Design Load: HS 20,  Features Intersected: AMAZON CREEK,  Facility Carried by Structure: CLEAR LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.321,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: July 2020,  Underwater Inspection Date: June 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15139B150000477,  Location: AT ARMITAGE STATE PARK (Lat: 44.110719,  Lng: -123.048131),  Route carried "on" structure: County highway A0465,  Year Built: 1985,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 10,265 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 15,613 (year 2025),  Design Load: HS 20,  Features Intersected: OVERFLOW CHANNEL,  Facility Carried by Structure: COBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.620,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 17.2 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: 13.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum 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: 16267 069 01166,  Location: 01.1 W JCT HWY 001 (Lat: 44.087642,  Lng: -123.067714),  Route carried "on" structure: State highway 569,  Year Built: 1977,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 50,345 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 63,100 (year 2040),  Design Load: HS 20,  Features Intersected: COBURG ROAD,  Facility Carried by Structure: HWY 69
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.765,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.7m (84.3ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 27.2m (89.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 35.0 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: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 16376 069 00321,  Location: 00.1 N W 11 TH AVE JCT (Lat: 44.049775,  Lng: -123.172956),  Route carried "on" structure: State highway 569,  Year Built: 1967,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 15,804 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 28,300 (year 2040),  Design Load: HS 20,  Features Intersected: AMAZON CREEK,  Facility Carried by Structure: HWY 69
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.166,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 54.8 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: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16378 069 00746,  Location: 00.9 N JCT HWY 01W (Lat: 44.097836,  Lng: -123.148575),  Route carried "on" structure: State highway 569,  Year Built: 1964,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 53,100 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 73,100 (year 2040),  Design Load: HS 20,  Features Intersected: CROW CREEK,  Facility Carried by Structure: HWY 69
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.006,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.2m (89.2ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 27.2m (89.2ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 37.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 17152 000000005,  Location: 005 MI NO. OF FAP 3 EUGEN (Lat: 44.047250,  Lng: -123.069800),  Route carried "on" structure: City street U1110,  Year Built: 1991,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 1,947 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,224 (year 2025),  Design Load: HS 25 or greater,  Features Intersected: MILLRACE CANAL,  Facility Carried by Structure: RIVERFRONT PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 17473 069 00609,  Location: 0297 MI W OF 11TH AVE JCT (Lat: 44.091500,  Lng: -123.171106),  Route carried "on" structure: State highway 569,  Year Built: 1997,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 41,239 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 57,100 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: A2 CHANNEL,  Facility Carried by Structure: HWY 69
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.801,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 5.3m (17.4ft),  Right: 0.0m,  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 41.5m (136.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  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: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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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 "on" structure: State highway 569,  Year Built: 1997,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 37,516 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 52,700 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BARGER DRIVE,  Facility Carried by Structure: HWY 69
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.205,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 28.2m (92.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 41.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 17945 069 00461,  Location: .37 M NORTH OF HWY 62 (Lat: 44.070019,  Lng: -123.173603),  Route carried "on" structure: State highway 126,  Year Built: 2001,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 25,056 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 41,400 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: ROYAL AVENUE,  Facility Carried by Structure: HWY 69
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.419,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 28.2m (92.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 25.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 17960 069 00563,  Location: 7.13 MI WEST I-5 JCT. (Lat: 44.085800,  Lng: -123.171000),  Route carried "on" structure: Ramp State highway 569,  Year Built: 1997,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 7,700 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,600 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: A2 CHANNEL,  Facility Carried by Structure: HWY 69 EB ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.061,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.4m (24.3ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 89.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 69.0 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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 17961 069 00541,  Location: 7.35 MI WEST I-5 JCT. (Lat: 44.081489,  Lng: -123.172589),  Route carried "on" structure: State highway 569,  Year Built: 1997,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 18,758 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 26,350 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: A2 CHANNEL,  Facility Carried by Structure: HWY 69 EB OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.707,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.4m (24.3ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 79.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 61.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 17962 069 00562,  Location: 7.14 MI WEST I-5 JCT. (Lat: 44.084581,  Lng: -123.172789),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 11,899 (year 2010),  Truck Traffic: 12%,  Average Future Daily Traffic: 17,049 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: A2 CHANNEL,  Facility Carried by Structure: BARGER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.045,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 18362,  Location: NE EUGENECOBURG ROAD RAMP (Lat: 44.061769,  Lng: -123.080100),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 17,573 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 28,630 (year 2025),  Design Load: HS 25 or greater,  Features Intersected: PEDESTRIAN PASS,  Facility Carried by Structure: HWY 105
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 18363,  Location: N.E.EUGENE (Lat: 44.059500,  Lng: -123.081961),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 14,976 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,107 (year 2025),  Design Load: HS 25 or greater,  Features Intersected: PEDESTRIAN UNDERPASS,  Facility Carried by Structure: CENTENNIAL BLVD.
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.080,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $154,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $246,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 18405 427200033,  Location: T17S-R4W-S18 (Lat: 44.092069,  Lng: -123.214861),  Route carried "on" structure: County highway C4272,  Year Built: 1996,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 1,093 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,263 (year 2025),  Design Load: HS 20,  Features Intersected: AMAZON CREEK,  Facility Carried by Structure: BODENHAMER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.513,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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: July 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18602 187 00131,  Location: 035 MI N CRESWELL (Lat: 43.967869,  Lng: -123.038889),  Route carried "on" structure: County highway C1870,  Year Built: 1996,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 2,535 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,920 (year 2025),  Design Load: HS 25 or greater,  Features Intersected: CREEK,  Facility Carried by Structure: DILLARD ROAD
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 2.118,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18608 344092305,  Location: 003 MI EAST MCVEY HIWAY (Lat: 44.127800,  Lng: -123.190861),  Route carried "on" structure: County highway C3440,  Year Built: 1997,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 1,740 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 2,005 (year 2025),  Design Load: HS 20,  Features Intersected: A-2 CHANNEL,  Facility Carried by Structure: AWBREY LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.794,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 45.4 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: 18683 413200186,  Location: 065 MI SW EUGENE (Lat: 43.987300,  Lng: -123.213750),  Route carried "on" structure: County highway C4132,  Year Built: 1998,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 1,592 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,867 (year 2025),  Design Load: HS 20,  Features Intersected: SPENCER CREEK O'FLOW,  Facility Carried by Structure: SPENCER CR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.969,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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: July 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous