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

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Structure Number: 9285 001C13514,  Location: 01.8MI S OF SUTHERLIN NCL (Lat: 43.367783,  Lng: -123.330403),  Route carried "on" structure: Interstate 5,  Year Built: 1965,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 33,376 (year 2006),  Truck Traffic: 25%,  Average Future Daily Traffic: 48,685 (year 2026),  Design Load: HS 20,  Features Intersected: I-5 (HWY 001),  Facility Carried by Structure: DEADY INTX
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 217.487,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 20.1 metric tons,  Inventory Rating: 15.6 metric tons,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.00m (19.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $717,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $1,147,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19929 000 00012,  Location: 0.65 SW Sutherlin Cty Hal (Lat: 43.388336,  Lng: -123.314667),  Route carried "on" structure: City street C0000,  Year Built: 2004,  Status: Open,  Structure Length: 1.45m (4.76ft),  Average Daily Traffic: 126 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 185 (year 2026),  Design Load: HS 25,  Features Intersected: Sutherlin Creek,  Facility Carried by Structure: Hastings Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Equal to present desirable 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 2007,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19B05A 00001,  Location: 011 SW SUTHERLIN CTY HALL (Lat: 43.389378,  Lng: -123.309236),  Route carried "on" structure: City street C0000,  Year Built: 1987,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 10 (year 2006),  Average Future Daily Traffic: 24 (year 2026),  Design Load: HS 20,  Features Intersected: SUTHERLIN CREEK,  Facility Carried by Structure: SW PAGE AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  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: 3.5m (11.5ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $199,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $318,000 ( Estimate for 2007),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 19B07A,  Location: IN SUTHERLIN (Lat: 43.381653,  Lng: -123.320394),  Route carried "on" structure: City street C0000,  Year Built: 1990,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 433 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 615 (year 2026),  Design Load: HS 25,  Features Intersected: SUTHERLIN CREEK,  Facility Carried by Structure: WAITE AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.0m,  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Inventory Rating: 40.8 metric tons,  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: May 2007,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 19C451 388 431,  Location: IN SUTHERLIN (Lat: 43.388822,  Lng: -123.303136),  Route carried "on" structure: County highway A411,  Year Built: 1921,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 5,039 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,426 (year 2026),  Design Load: H 15,  Features Intersected: SUTHERLIN CREEK,  Facility Carried by Structure: COUNTY RD 388
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.936,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $141,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $225,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19C452 388 49,  Location: 0.7 MI S OF SUTHERLIN (Lat: 43.380167,  Lng: -123.317906),  Route carried "on" structure: County highway A411,  Year Built: 1921,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 5,304 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,097 (year 2026),  Design Load: H 15,  Features Intersected: COOPER CREEK,  Facility Carried by Structure: COUNTY RD 388
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.886,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 30.8 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19C453 388 628,  Location: AT SUTHERLIN S. CITY LIM (Lat: 43.363667,  Lng: -123.327183),  Route carried "on" structure: County highway A411,  Year Built: 1991,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 3,183 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,774 (year 2026),  Design Load: HS 25,  Features Intersected: SUTHERLIN CREEK,  Facility Carried by Structure: COUNTY RD 388
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.107,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19C505 154 003,  Location: 1.0 MI S OF SUTHERLIN (Lat: 43.364503,  Lng: -123.328397),  Route carried "on" structure: County highway A960,  Year Built: 1965,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 11,670 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,847 (year 2026),  Design Load: HS 20,  Features Intersected: SUTHERLIN CREEK,  Facility Carried by Structure: COUNTY RD 154
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 60.8 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: Better than 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: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $266,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $425,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20186 000 0001,  Location: In Sutherlin (Lat: 43.388944,  Lng: -123.313028),  Route carried "on" structure: City street C0000,  Year Built: 2005,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 809 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,257 (year 2026),  Design Load: HS 20,  Features Intersected: Sutherlin Creek,  Facility Carried by Structure: State Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present desirable 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 2007,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9285 001C13514,  Location: 01.8MI S OF SUTHERLIN NCL (Lat: 43.367783,  Lng: -123.330403),  Route carried "under" structure: Interstate 5,  Year Built: 1965,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 12,566 (year 2006),  Features Intersected: I-5 (HWY 001),  Facility Carried by Structure: DEADY INTX
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 217.487,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)