Bridge Statistics for Blaine, Washington (WA) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 6570A,  Location: 7.9 N JCT SR 548 (Lat: 48.971667,  Lng: -122.720000),  Route carried "on" structure: Interstate 5,  Year Built: 1961,  Status: Open,  Structure Length: 11.98m (39.30ft),  Average Daily Traffic: 9,600 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 16,200 (year 2026),  Design Load: HS 20,  Features Intersected: DAKOTA CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 440.640,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $112,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $168,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 6570B,  Location: 7.9 N JCT SR 548 (Lat: 48.971667,  Lng: -122.720000),  Route carried "on" structure: Interstate 5,  Year Built: 1961,  Status: Open,  Structure Length: 11.98m (39.30ft),  Average Daily Traffic: 9,600 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 16,200 (year 2026),  Design Load: HS 20,  Features Intersected: DAKOTA CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 440.640,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $112,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $168,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 6851A,  Location: 0.1 N JCT SR 543 (Lat: 48.990000,  Lng: -122.741667),  Route carried "on" structure: County highway 5,  Year Built: 1963,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 2,810 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,866 (year 2022),  Design Load: HS 20,  Features Intersected: I-5,  Facility Carried by Structure: MITCHELL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 443.340,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2005,  Bridge Improvement Cost: $80,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $120,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6851B,  Location: 0.6 N JCT SR 543 (Lat: 48.994028,  Lng: -122.746056),  Route carried "on" structure: County highway 5,  Year Built: 1962,  Status: Open,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 5,250 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,355 ,  Design Load: HS 20,  Features Intersected: I-5,  Facility Carried by Structure: H ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 443.780,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $85,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $128,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7057A,  Location: 8.5 N JCT SR 548 (Lat: 48.979222,  Lng: -122.729083),  Route carried "on" structure: County highway 5,  Year Built: 1963,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 1,200 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,224 ,  Design Load: HS 20,  Features Intersected: I-5,  Facility Carried by Structure: HUGHES AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 441.700,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $77,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $116,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7057B,  Location: JCT SR 548 (Lat: 48.998333,  Lng: -122.750000),  Route carried "on" structure: Interstate 5,  Year Built: 1963,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 3,000 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,100 (year 2026),  Design Load: HS 20,  Features Intersected: SR 548 (D ST)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 444.410,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2005,  Bridge Improvement Cost: $74,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $111,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7057C,  Location: JCT SR 548 (Lat: 48.997500,  Lng: -122.752083),  Route carried "on" structure: Interstate 5,  Year Built: 1963,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 3,000 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,100 (year 2026),  Design Load: HS 20,  Features Intersected: SR 548 (D ST)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 444.410,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $56,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $84,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8934A,  Location: JCT I-5 (Lat: 48.970000,  Lng: -122.719444),  Route carried "on" structure: State highway 543,  Year Built: 1971,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 5,038 (year 2006),  Truck Traffic: 27%,  Average Future Daily Traffic: 8,500 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: I-5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2008,  Bridge Improvement Cost: $58,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $87,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 17064A,  Location: 0.31 S CANADA (Lat: 48.998028,  Lng: -122.734806),  Route carried "on" structure: State highway 543,  Year Built: 2007,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 11,000 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,330 (year 2026),  Features Intersected: SR 543 NORTHBOUND,  Facility Carried by Structure: D STREET
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 1.300,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 67.5 metric tons,  Inventory Rating: 40.5 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 17064B,  Location: 0.31 S CANADA (Lat: 48.998083,  Lng: -122.735333),  Route carried "on" structure: State highway 543,  Year Built: 2007,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 11,000 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,330 (year 2026),  Features Intersected: SR 543 SOUTHBOUND,  Facility Carried by Structure: D STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.300,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 67.5 metric tons,  Inventory Rating: 40.5 metric tons,  Structural Evaluation: Equal to present desirable 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: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6851A,  Location: 0.1 N JCT SR 543 (Lat: 48.990000,  Lng: -122.741667),  Route carried "under" structure: Interstate 5,  Year Built: 1963,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 20,400 (year 2002),  Truck Traffic: 15%,  Features Intersected: I-5,  Facility Carried by Structure: MITCHELL ST
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 44.334,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 6851B,  Location: 0.6 N JCT SR 543 (Lat: 48.994028,  Lng: -122.746056),  Route carried "under" structure: Interstate 5,  Year Built: 1962,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 20,400 (year 2002),  Truck Traffic: 15%,  Features Intersected: I-5,  Facility Carried by Structure: H ST
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 44.378,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 7057A,  Location: 8.5 N JCT SR 548 (Lat: 48.979222,  Lng: -122.729083),  Route carried "under" structure: Interstate 5,  Year Built: 1963,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 20,400 (year 2002),  Truck Traffic: 15%,  Features Intersected: I-5,  Facility Carried by Structure: HUGHES AVE
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 4.417,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 7057B,  Location: JCT I-5 (Lat: 48.998333,  Lng: -122.750000),  Route carried "under" structure: State highway 548,  Year Built: 1963,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 8,700 (year 2002),  Truck Traffic: 13%,  Features Intersected: SR 548 (D ST),  Facility Carried by Structure: I-5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.228,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 7057C,  Location: JCT I-5 (Lat: 48.997500,  Lng: -122.752083),  Route carried "under" structure: State highway 548,  Year Built: 1963,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 8,700 (year 2002),  Truck Traffic: 13%,  Features Intersected: SR 548 (D ST),  Facility Carried by Structure: I-5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.224,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 8934A,  Location: 9.2 N JCT SR 548 (Lat: 48.970000,  Lng: -122.719444),  Route carried "under" structure: Interstate 5,  Year Built: 1971,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 20,400 (year 2002),  Truck Traffic: 15%,  Features Intersected: I-5
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 44.272,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)