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

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Structure Number: 563A058 01176,  Location: 030 MI S TANGENT (Lat: 44.499042,  Lng: -123.108586),  Route carried "on" structure: State highway 99,  Year Built: 1955,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 2,710 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 3,100 (year 2040),  Design Load: HS 20,  Features Intersected: Calapooia Bottoms No. 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.926,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 26.9 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: 20.7 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,  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: Febuary 2020,  Underwater Inspection Date: May 2018,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 564 058 01199,  Location: 032 MI S TANGENT (Lat: 44.495508,  Lng: -123.108558),  Route carried "on" structure: State highway 99,  Year Built: 1963,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 2,710 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 3,100 (year 2040),  Design Load: HS 20,  Features Intersected: Calapooia Bottoms No. 4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.296,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.4 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: 24.9 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: 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: Febuary 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 565 058 0121,  Location: 034 MI S TANGENT (Lat: 44.493811,  Lng: -123.108564),  Route carried "on" structure: State highway 99,  Year Built: 1963,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 2,710 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 3,100 (year 2040),  Design Load: HS 20,  Features Intersected: Calapooia Bottoms No. 5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.473,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.4 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: 24.9 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: 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: Febuary 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 566A058 01396,  Location: 043 MI S TANGENT (Lat: 44.467192,  Lng: -123.110400),  Route carried "on" structure: State highway 99,  Year Built: 1955,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 2,710 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 3,100 (year 2040),  Design Load: HS 20,  Features Intersected: Calapooia Bottoms No. 7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.466,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 34.0 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: 26.2 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: 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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8232N001 22242,  Location: 191 MI N LANE-LINN LINE (Lat: 44.473492,  Lng: -123.061369),  Route carried "on" structure: Interstate 5,  Year Built: 1958,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 23,224 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 33,400 (year 2040),  Design Load: HS 20,  Features Intersected: Butte Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 357.950,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.0 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: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 8232S001 22242,  Location: 191 MI N LANE-LINN LINE (Lat: 44.473708,  Lng: -123.061758),  Route carried "on" structure: Interstate 5,  Year Built: 1958,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 23,224 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 33,400 (year 2040),  Design Load: HS 20,  Features Intersected: Butte Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 357.950,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.0 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: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 8234N001 22037,  Location: 170 MI N LANE-LINN LINE (Lat: 44.443878,  Lng: -123.061267),  Route carried "on" structure: Interstate 5,  Year Built: 1958,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 18,695 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 24,900 (year 2040),  Design Load: HS 20,  Features Intersected: Sodom Ditch Oflow
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 354.651,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.3m (43.6ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 8234S001 22037,  Location: 170 MI N LANE-LINN LINE (Lat: 44.444028,  Lng: -123.061642),  Route carried "on" structure: Interstate 5,  Year Built: 1958,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 18,695 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 24,900 (year 2040),  Design Load: HS 20,  Features Intersected: Sodom Ditch Oflow
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 354.651,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.3m (43.6ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 8235N001 22004,  Location: 170 MI N LANE-LINN LINE (Lat: 44.439039,  Lng: -123.061250),  Route carried "on" structure: Interstate 5,  Year Built: 1958,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 18,695 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 24,900 (year 2040),  Design Load: HS 20,  Features Intersected: Calapooia Oflow
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 354.120,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.1 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: 24.6 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,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 8235S001 22004,  Location: 170 MI N LANE-LINN LINE (Lat: 44.439558,  Lng: -123.061636),  Route carried "on" structure: Interstate 5,  Year Built: 1958,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 18,695 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 24,900 (year 2040),  Design Load: HS 20,  Features Intersected: Calapooia Oflow
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 354.120,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.1 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: 24.6 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,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 8236N001 21879,  Location: 154 MI N LANE-LINN LINE (Lat: 44.420869,  Lng: -123.061189),  Route carried "on" structure: Interstate 5,  Year Built: 1958,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 18,695 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 24,900 (year 2040),  Design Load: HS 20,  Features Intersected: Calapooia River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 352.108,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 8236S001 21879,  Location: 154 MI W LANE-LINN LINE (Lat: 44.420864,  Lng: -123.061572),  Route carried "on" structure: Interstate 5,  Year Built: 1958,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 18,695 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 24,900 (year 2040),  Design Load: HS 20,  Features Intersected: Calapooia River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 352.108,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 8253 001 21908,  Location: 164 MI N LANE-LINN LINE (Lat: 44.425278,  Lng: -123.061431),  Route carried "on" structure: County highway ,  Year Built: 1958,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 1,136 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,563 (year 2030),  Design Load: HS 20,  Features Intersected: I-5 (Hwy 1),  Facility Carried by Structure: Linn-West Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 352.575,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.3m (76.4ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.30m (23.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $715,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $1,144,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8254 001 22158,  Location: 182 MI N LANE-LINN LINE (Lat: 44.461519,  Lng: -123.061575),  Route carried "on" structure: County highway ,  Year Built: 1958,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 488 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 667 (year 2030),  Design Load: HS 20,  Features Intersected: I-5 (Hwy 1),  Facility Carried by Structure: Boston Mill Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 356.598,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.3m (76.4ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.30m (23.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $715,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $1,144,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 12222A001101143,  Location: 060 MILES N W BROWNSVILLE (Lat: 44.463525,  Lng: -123.039192),  Route carried "on" structure: County highway C0011,  Year Built: 1965,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 536 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 747 (year 2041),  Design Load: HS 20,  Features Intersected: BUTTE CREEK,  Facility Carried by Structure: SEVEN MILE LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.395,  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: 3,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Channel: Fair,  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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $291,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $466,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12247A001200043,  Location: 030 MI NW SHEDD (Lat: 44.490394,  Lng: -123.118950),  Route carried "on" structure: County highway C0012,  Year Built: 1966,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 124 (year 2021),  Average Future Daily Traffic: 180 (year 2041),  Design Load: HS 20,  Features Intersected: SHEDD SLOUGH,  Facility Carried by Structure: BELL PLAIN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.692,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  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: June 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12285A001300851,  Location: 010 MI NORTH SADDLEBUTTE (Lat: 44.472089,  Lng: -123.059403),  Route carried "on" structure: County highway A0477,  Year Built: 1998,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 340 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 464 (year 2041),  Design Load: HS 20,  Features Intersected: BUTTE CREEK,  Facility Carried by Structure: BOSTON MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.696,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 78.9 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: 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: 12286 001300746,  Location: 020 MI EAST SHEDD (Lat: 44.461519,  Lng: -123.066811),  Route carried "on" structure: County highway A0477,  Year Built: 1961,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 299 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 412 (year 2041),  Design Load: HS 20,  Features Intersected: SODOM DITCH,  Facility Carried by Structure: BOSTON MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.006,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12287A001300696,  Location: 015 MI EAST SHEDD (Lat: 44.460247,  Lng: -123.076500),  Route carried "on" structure: County highway A0477,  Year Built: 1962,  Status: Temporarily open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 299 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 464 (year 2041),  Design Load: HS 20,  Features Intersected: CALAPOOIA RIVER,  Facility Carried by Structure: BOSTON MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.121,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Serious,  Channel: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Underwater Inspection Date: June 2020,  Bridge Improvement Cost: $443,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $709,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12289A001300673,  Location: 016 MI EAST SHEDD (Lat: 44.459664,  Lng: -123.081000),  Route carried "on" structure: County highway A0477,  Year Built: 1965,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 299 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 464 (year 2041),  Design Load: HS 20,  Features Intersected: MILL RACE,  Facility Carried by Structure: BOSTON MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.831,  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: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 30.1 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: 23.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present 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: May 2021,  Underwater Inspection Date: June 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12299 021200097,  Location: 030 MI NW HALSEY (Lat: 44.418039,  Lng: -123.129819),  Route carried "on" structure: County highway C0212,  Year Built: 1973,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 165 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 232 (year 2041),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: OAK PLAIN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.561,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Channel: Good,  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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to 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: 12301 021200177,  Location: 040 MI NW HALSEY (Lat: 44.420631,  Lng: -123.143489),  Route carried "on" structure: County highway C0212,  Year Built: 1975,  Status: Temporarily open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 72 (year 2021),  Average Future Daily Traffic: 103 (year 2041),  Design Load: HS 20,  Features Intersected: MUDDY CREEK,  Facility Carried by Structure: OAK PLAIN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.849,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 77.1 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.80m (15.75ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Underwater Inspection Date: March 2021,  Bridge Improvement Cost: $507,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $812,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12336 020600372,  Location: 020 MI SW SHEDD (Lat: 44.455361,  Lng: -123.147511),  Route carried "on" structure: County highway C0206,  Year Built: 1963,  Status: Temporarily open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 57 (year 2021),  Average Future Daily Traffic: 88 (year 2041),  Design Load: HS 20,  Features Intersected: MUDDY CREEK,  Facility Carried by Structure: ABRAHAM DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.987,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Channel: Fair,  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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.40m (14.44ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Underwater Inspection Date: May 2020,  Bridge Improvement Cost: $461,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $738,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12546 043000229,  Location: 0229 MI N HWY 228 (Lat: 44.419361,  Lng: -123.065081),  Route carried "on" structure: County highway C0430,  Year Built: 1964,  Status: Temporarily open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 402 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 566 (year 2041),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: OGLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.685,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 61.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum 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: 12548 002600113,  Location: 040MI SE SHEDD (Lat: 44.425181,  Lng: -123.087750),  Route carried "on" structure: County highway C0026,  Year Built: 1966,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 1,030 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,442 (year 2041),  Design Load: HS 20,  Features Intersected: WALTON SLOUGH,  Facility Carried by Structure: LINN WEST DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.819,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12553A002600308,  Location: 055MI EAST SHEDD (Lat: 44.425219,  Lng: -123.048861),  Route carried "on" structure: County highway C0026,  Year Built: 1977,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 1,133 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 1,596 (year 2041),  Design Load: HS 20,  Features Intersected: SODOM DITCH,  Facility Carried by Structure: LINN WEST DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.957,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Underwater Inspection Date: July 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12556A042000114,  Location: 011 MI S CR 13 (Lat: 44.446336,  Lng: -123.076503),  Route carried "on" structure: County highway C0420,  Year Built: 1997,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 124 (year 2021),  Average Future Daily Traffic: 175 (year 2041),  Design Load: HS 15,  Features Intersected: CALAPOOIA RIVER,  Facility Carried by Structure: ROBERTS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.835,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: May 2021,  Underwater Inspection Date: March 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12557 042000071,  Location: 007 MI S CR 13 (Lat: 44.451231,  Lng: -123.081331),  Route carried "on" structure: County highway C0402,  Year Built: 1966,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 113 (year 2021),  Average Future Daily Traffic: 154 (year 2041),  Design Load: HS 20,  Features Intersected: WALDRON SLOUGH,  Facility Carried by Structure: ROBERTS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.143,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: May 2021,  Underwater Inspection Date: March 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12763 041600038,  Location: 0171 MI E CR 418 (Lat: 44.486561,  Lng: -123.079881),  Route carried "on" structure: County highway C0416,  Year Built: 1961,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 134 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 206 (year 2041),  Design Load: HS 20,  Features Intersected: CALAPOOIA R OVER FLOW,  Facility Carried by Structure: WIRTH RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.612,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 13557 001300557,  Location: 005MI EAST SHEDD (Lat: 44.461689,  Lng: -123.102750),  Route carried "on" structure: County highway A0477,  Year Built: 1977,  Status: Temporarily open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 542 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 649 (year 2041),  Design Load: HS 20,  Features Intersected: OVERFLOW,  Facility Carried by Structure: BOSTON MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.964,  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: 7,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Serious,  Channel: 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: High priority of corrective action,  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 12 months,  Inspection Date: July 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19730 041800175,  Location: 0175 MI SE HWY 99 (Lat: 44.499492,  Lng: -123.093214),  Route carried "on" structure: County highway C0418,  Year Built: 2006,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 77 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 103 (year 2041),  Design Load: HL 93,  Features Intersected: CALAPOOIA RIVER,  Facility Carried by Structure: DRIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.816,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 53.5 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: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20331 041600043,  Location: 017 MI E CR418 (Lat: 44.486500,  Lng: -123.080600),  Route carried "on" structure: County highway C0416,  Year Built: 2008,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 130 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 190 (year 2041),  Design Load: HS 20,  Features Intersected: CALAPOOIA RIVER,  Facility Carried by Structure: WIRTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.692,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 39.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 20396 001 22113,  Location: 177 MI N LANE-LINN LINE (Lat: 44.454886,  Lng: -123.061303),  Route carried "on" structure: Interstate 5,  Year Built: 2009,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 18,695 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 24,900 (year 2040),  Design Load: HL 93,  Features Intersected: Sodom Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 355.874,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 81.3 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: 62.5 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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 20397 001 22113,  Location: 177 MI N LANE-LINN LINE (Lat: 44.454942,  Lng: -123.061689),  Route carried "on" structure: Interstate 5,  Year Built: 2009,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 18,695 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 24,900 (year 2040),  Design Load: HL 93,  Features Intersected: Sodom Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 355.874,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 81.3 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: 62.5 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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22071 002600231,  Location: 045MI E SHEDD (Lat: 44.425239,  Lng: -123.064267),  Route carried "on" structure: County highway C0026,  Year Built: 2015,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 1,236 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,751 (year 2041),  Design Load: HL 93,  Features Intersected: CALAPOOIA RIVER,  Facility Carried by Structure: LINN WEST DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.718,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.0m (141.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 45.7 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: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22C09 001101129,  Location: 060 MILE NW BROWNSVILLE (Lat: 44.465881,  Lng: -123.039236),  Route carried "on" structure: County highway C0011,  Year Built: 1963,  Status: Temporarily open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 566 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 721 (year 2041),  Design Load: HS 20,  Features Intersected: SWALE/OVERFLOW,  Facility Carried by Structure: SEVEN MILE LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.169,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $160,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8253 001 21908,  Location: 164 MI N LANE-LINN LINE (Lat: 44.425278,  Lng: -123.061431),  Route carried "under" structure: Interstate 5,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 18,695 (year 2020),  Truck Traffic: 26%,  Features Intersected: I-5 (Hwy 1),  Facility Carried by Structure: Linn-West Road
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 352.575,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 23.3m (76.4ft)

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Structure Number: 8253 001 21908,  Location: 164 MI N LANE-LINN LINE (Lat: 44.425278,  Lng: -123.061431),  Route carried "under" structure: Interstate 5,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 18,695 (year 2020),  Truck Traffic: 26%,  Features Intersected: I-5 (Hwy 1),  Facility Carried by Structure: Linn-West Road
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 352.575,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 23.3m (76.4ft)

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Structure Number: 8254 001 22158,  Location: 182 MI N LANE-LINN LINE (Lat: 44.461519,  Lng: -123.061575),  Route carried "under" structure: Interstate 5,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 37,390 (year 2020),  Truck Traffic: 26%,  Features Intersected: I-5 (Hwy 1),  Facility Carried by Structure: Boston Mill Road
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 356.598,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 23.3m (76.4ft)