Bridge Statistics for Cottage Grove, Oregon (OR) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 8T3 000 00156,  Location: AT HIDDEN VLY GOLF COURSE (Lat: 43.803522,  Lng: -123.059128),  Route carried "on" structure: City street U6500,  Year Built: 1952,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 2,010 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,125 (year 2026),  Design Load: HS 20,  Features Intersected: COAST FK WILLAMETTE RIV,  Facility Carried by Structure: WOODSON PLACE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.511,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 43.5 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $400,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16321000000027,  Location: 0027 M WEST OF HWY 99 (Lat: 43.790128,  Lng: -123.069664),  Route carried "on" structure: City street U6560,  Year Built: 1979,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 1,616 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,546 (year 2026),  Design Load: HS 20,  Features Intersected: COAST FK WILLAMETTE RIV,  Facility Carried by Structure: HARRISON AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.435,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7747 8T2 00027,  Location: 00.27 MI W HWY 99 (Lat: 43.797433,  Lng: -123.064675),  Route carried "on" structure: City street U6500,  Year Built: 1953,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 11,146 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,396 (year 2026),  Design Load: HS 20,  Features Intersected: COAST FK WILLAMETTE RIV,  Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.435,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 34.5 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 desirable criteria,  Length Of Structure Improvement: 4.70m (15.42ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: May 2007,  Underwater Inspection Date: May 2007,  Bridge Improvement Cost: $497,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $795,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7830 001 17441,  Location: 003 MI S OF COTTAGE GROVE (Lat: 43.799775,  Lng: -123.045306),  Route carried "on" structure: Interstate 5,  Year Built: 1956,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 13,600 (year 2006),  Truck Traffic: 25%,  Average Future Daily Traffic: 19,500 (year 2026),  Design Load: HS 20,  Features Intersected: ABANDONED RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 280.686,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 21.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.70m (12.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $384,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $615,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7830A001 17441,  Location: 003 MI S OF COTTAGE GROVE (Lat: 43.799722,  Lng: -123.045042),  Route carried "on" structure: Interstate 5,  Year Built: 1962,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 13,600 (year 2006),  Truck Traffic: 25%,  Average Future Daily Traffic: 19,500 (year 2026),  Design Load: HS 20,  Features Intersected: ABANDONED RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 280.686,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7833A001 17474,  Location: IN COTTAGE GROVE (Lat: 43.804342,  Lng: -123.043183),  Route carried "on" structure: Interstate 5,  Year Built: 1956,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 18,250 (year 2006),  Truck Traffic: 25%,  Average Future Daily Traffic: 26,750 (year 2026),  Design Load: HS 20,  Features Intersected: ROW RIVER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 281.217,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $320,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $512,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7833B001 17474,  Location: IN COTTAGE GROVE (Lat: 43.804281,  Lng: -123.042883),  Route carried "on" structure: Interstate 50,  Year Built: 1962,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 18,250 (year 2006),  Truck Traffic: 25%,  Average Future Daily Traffic: 26,750 (year 2026),  Design Load: HS 20,  Features Intersected: ROW RIVER RD,  Facility Carried by Structure: I-5 (HWY 001) NB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 281.217,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $320,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $512,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7863A001 17424,  Location: 005 MI S OF COTTAGE GROVE (Lat: 43.797597,  Lng: -123.046164),  Route carried "on" structure: Interstate 5,  Year Built: 1962,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 13,600 (year 2006),  Truck Traffic: 25%,  Average Future Daily Traffic: 19,500 (year 2026),  Design Load: HS 20,  Features Intersected: MAIN ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 280.412,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very 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: 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: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7864A001 17384,  Location: 006 MI N OF COTTAGE GROVE (Lat: 43.792708,  Lng: -123.050797),  Route carried "on" structure: Interstate 5,  Year Built: 1956,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 27,200 (year 2006),  Truck Traffic: 25%,  Average Future Daily Traffic: 39,000 (year 2026),  Design Load: HS 20,  Features Intersected: 16TH ST.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 279.768,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Poor,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.70m (12.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $388,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $620,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7865A001 1734,  Location: 001 MI N OF COTTAGE GROVE (Lat: 43.786819,  Lng: -123.053583),  Route carried "on" structure: Interstate 5,  Year Built: 1956,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 27,200 (year 2006),  Truck Traffic: 25%,  Average Future Daily Traffic: 39,000 (year 2026),  Design Load: HS 20,  Features Intersected: TAYLER ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 279.060,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.00m (13.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $422,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $676,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 14814A8T3 00084,  Location: 0084 M N GOSHEN DIVIDE (Lat: 43.795522,  Lng: -123.068508),  Route carried "on" structure: City street U6565,  Year Built: 1959,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 2,229 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,785 (year 2026),  Design Load: HS 20,  Features Intersected: SILK CREEK,  Facility Carried by Structure: RIVER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.352,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 48.1 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: Equal to present minimum criteria,  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: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16906,  Location: 0006 MI S MAIN STREET (Lat: 43.796822,  Lng: -123.070350),  Route carried "on" structure: City street C0000,  Year Built: 1988,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 1,016 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,278 (year 2026),  Design Load: HS 20,  Features Intersected: SILK CREEK,  Facility Carried by Structure: M STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 64.4 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: 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: December 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 19850 411 00068,  Location: 007 MI N OF COTTAGE GROVE (Lat: 43.813317,  Lng: -123.038622),  Route carried "on" structure: Interstate 5,  Year Built: 2005,  Status: Open,  Structure Length: 12.54m (41.14ft),  Average Daily Traffic: 18,250 (year 2006),  Truck Traffic: 25%,  Average Future Daily Traffic: 26,750 (year 2026),  Design Load: HS 25,  Features Intersected: ROW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 282.279,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.0m (131.2ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 39C17A260000087,  Location: 008 MI W HWY 99 (Lat: 43.797675,  Lng: -123.075547),  Route carried "on" structure: County highway U6500,  Year Built: 1976,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 2,732 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,496 (year 2026),  Design Load: HS 20,  Features Intersected: SILK CREEK,  Facility Carried by Structure: COT GR-LORANE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.336,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7833A001 17474,  Location: IN COTTAGE GROVE (Lat: 43.804342,  Lng: -123.043183),  Route carried "under" structure: Business City street ,  Year Built: 1956,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 19,627 (year 2006),  Truck Traffic: 24%,  Features Intersected: ROW RIVER RD,  Facility Carried by Structure: I-5 (HWY 001) SB
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 281.217,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 7833B001 17474,  Location: IN COTTAGE GROVE (Lat: 43.804281,  Lng: -123.042883),  Route carried "under" structure: Business City street ,  Year Built: 1962,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 17,293 (year 2006),  Truck Traffic: 22%,  Features Intersected: ROW RIVER RD,  Facility Carried by Structure: I-5 (HWY 001) NB
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 281.217,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.2m (40.0ft)