Bridge Statistics for Blaine, Washington (WA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 26Number of bridges
- 364ft / 111mTotal length
- $59,809,000Total costs
- 177,523Total average daily traffic
- 14,682Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Blaine
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 11950-1959
- 151960-1969
- 21970-1979
- 11990-1999
- 52000-2009
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 11980-1989
- 01990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 23.5%Very good
- 41.2%Good
- 29.4%Satisfactory
- 5.9%Fair
- Bridge Condition - Superstructure
- 17.6%Very good
- 47.1%Good
- 17.6%Satisfactory
- 17.6%Fair
- Bridge Condition - Substructure
- 11.8%Very good
- 64.7%Good
- 17.6%Satisfactory
- 5.9%Fair
- Bridge Condition - Channel
- 85.7%Very good
- 14.3%Good
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Structure Number: 6570A, Location: 7.9 N JCT SR 548 (Lat: 48.971722, Lng: -122.719194), Route carried "on" structure: Interstate 5, Year Built: 1961, Status: Open, Structure Length: 11.98m (39.30ft), Average Daily Traffic: 13,494 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 19,377 (year 2039), Design Load: HS 20, Features Intersected: DAKOTA CR & WEST RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 440.735, 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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, Length Of Structure Improvement: 11.98m (39.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $3,301,000, Roadway Improvement Cost: $660,000, Total Project Cost: $6,602,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 6570A, Location: 7.9 N JCT SR 548 (Lat: 48.971722, Lng: -122.719194), Route carried "on" structure: Interstate 5, Year Built: 1961, Status: Open, Structure Length: 11.98m (39.30ft), Average Daily Traffic: 13,494 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 19,377 (year 2039), Design Load: HS 20, Features Intersected: DAKOTA CR & WEST RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 440.735, 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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, Length Of Structure Improvement: 11.98m (39.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $3,301,000, Roadway Improvement Cost: $660,000, Total Project Cost: $6,602,000 ( Estimate for 2014), 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: 48.971611, Lng: -122.719389), Route carried "on" structure: Interstate 5, Year Built: 1961, Status: Open, Structure Length: 11.98m (39.30ft), Average Daily Traffic: 13,494 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 19,377 (year 2039), Design Load: HS 20, Features Intersected: DAKOTA CR & WEST RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 440.735, 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: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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, Length Of Structure Improvement: 11.98m (39.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $3,301,000, Roadway Improvement Cost: $660,000, Total Project Cost: $6,602,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 6570B, Location: 7.9 N JCT SR 548 (Lat: 48.971611, Lng: -122.719389), Route carried "on" structure: Interstate 5, Year Built: 1961, Status: Open, Structure Length: 11.98m (39.30ft), Average Daily Traffic: 13,494 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 19,377 (year 2039), Design Load: HS 20, Features Intersected: DAKOTA CR & WEST RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 440.735, 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: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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, Length Of Structure Improvement: 11.98m (39.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $3,301,000, Roadway Improvement Cost: $660,000, Total Project Cost: $6,602,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 6851A, Location: 0.4 N JCT SR 543 (Lat: 48.990000, Lng: -122.741667), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 5,000 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 6,870 (year 2036), Design Load: HS 20, Features Intersected: I-5, Facility Carried by Structure: MITCHELL AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, 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: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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, Length Of Structure Improvement: 9.24m (30.31ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,697,000, Roadway Improvement Cost: $339,000, Total Project Cost: $3,394,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6851A, Location: 0.4 N JCT SR 543 (Lat: 48.990000, Lng: -122.741667), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 5,000 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 6,870 (year 2036), Design Load: HS 20, Features Intersected: I-5, Facility Carried by Structure: MITCHELL AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, 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: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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, Length Of Structure Improvement: 9.24m (30.31ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,697,000, Roadway Improvement Cost: $339,000, Total Project Cost: $3,394,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6851B, Location: 0.7 N JCT SR 543 (Lat: 48.994028, Lng: -122.746056), Route carried "on" structure: State highway , Year Built: 1962, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 1,984 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,126 (year 2040), Design Load: HS 20, Features Intersected: I-5, Facility Carried by Structure: H ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.008, 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: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 23.7 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: 18.5 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.69m (28.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,824,000, Roadway Improvement Cost: $365,000, Total Project Cost: $3,648,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6851B, Location: 0.7 N JCT SR 543 (Lat: 48.994028, Lng: -122.746056), Route carried "on" structure: State highway , Year Built: 1962, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 1,984 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,126 (year 2040), Design Load: HS 20, Features Intersected: I-5, Facility Carried by Structure: H ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.008, 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: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 23.7 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: 18.5 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.69m (28.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,824,000, Roadway Improvement Cost: $365,000, Total Project Cost: $3,648,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6926E, Location: 8.2 N JCT SR 548 (Lat: 48.975250, Lng: -122.723111), Route carried "on" structure: Ramp Interstate 5, Year Built: 1962, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 2,509 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,602 (year 2039), Design Load: HS 20, Features Intersected: N-W RAMP I-5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.8 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.47m (24.51ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Bridge Improvement Cost: $1,323,000, Roadway Improvement Cost: $265,000, Total Project Cost: $2,646,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6926E, Location: 8.2 N JCT SR 548 (Lat: 48.975250, Lng: -122.723111), Route carried "on" structure: Ramp Interstate 5, Year Built: 1962, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 2,509 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,602 (year 2039), Design Load: HS 20, Features Intersected: N-W RAMP I-5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.8 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.47m (24.51ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Bridge Improvement Cost: $1,323,000, Roadway Improvement Cost: $265,000, Total Project Cost: $2,646,000 ( Estimate for 2014), 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 , Year Built: 1963, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 1,800 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 3,208 (year 2036), Design Load: HS 20, Features Intersected: I-5, Facility Carried by Structure: HUGHES AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, 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: 61.7 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.78m (28.81ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Bridge Improvement Cost: $1,843,000, Roadway Improvement Cost: $369,000, Total Project Cost: $3,686,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7057A, Location: 8.5 N JCT SR 548 (Lat: 48.979222, Lng: -122.729083), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 1,800 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 3,208 (year 2036), Design Load: HS 20, Features Intersected: I-5, Facility Carried by Structure: HUGHES AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, 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: 61.7 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.78m (28.81ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Bridge Improvement Cost: $1,843,000, Roadway Improvement Cost: $369,000, Total Project Cost: $3,686,000 ( Estimate for 2014), 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: 48.997697, Lng: -122.751778), Route carried "on" structure: Interstate 5, Year Built: 1963, Year Reconstructed: 2000, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 3,541 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 5,084 (year 2039), Design Load: HS 20, Features Intersected: SR 548 (D ST)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 444.501, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 15.9m (52.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.82m (15.81ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Bridge Improvement Cost: $1,327,000, Roadway Improvement Cost: $265,000, Total Project Cost: $2,654,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 7057B, Location: JCT SR 548 (Lat: 48.997697, Lng: -122.751778), Route carried "on" structure: Interstate 5, Year Built: 1963, Year Reconstructed: 2000, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 3,541 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 5,084 (year 2039), Design Load: HS 20, Features Intersected: SR 548 (D ST)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 444.501, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 15.9m (52.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.82m (15.81ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Bridge Improvement Cost: $1,327,000, Roadway Improvement Cost: $265,000, Total Project Cost: $2,654,000 ( Estimate for 2014), 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: 48.997417, Lng: -122.752028), Route carried "on" structure: Interstate 5, Year Built: 1963, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 3,541 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 5,084 (year 2039), Design Load: HS 20, Features Intersected: SR 548 (D ST)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 444.501, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), 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: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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, Length Of Structure Improvement: 4.97m (16.31ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Bridge Improvement Cost: $1,402,000, Roadway Improvement Cost: $280,000, Total Project Cost: $2,804,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7057C, Location: JCT SR 548 (Lat: 48.997417, Lng: -122.752028), Route carried "on" structure: Interstate 5, Year Built: 1963, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 3,541 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 5,084 (year 2039), Design Load: HS 20, Features Intersected: SR 548 (D ST)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 444.501, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), 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: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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, Length Of Structure Improvement: 4.97m (16.31ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Bridge Improvement Cost: $1,402,000, Roadway Improvement Cost: $280,000, Total Project Cost: $2,804,000 ( Estimate for 2014), 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: 48.987139, Lng: -122.735750), Route carried "on" structure: State highway 543, Year Built: 1971, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 5,384 (year 2019), Truck Traffic: 27%, Average Future Daily Traffic: 7,731 (year 2039), 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: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.68m (25.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018, Bridge Improvement Cost: $1,411,000, Roadway Improvement Cost: $282,000, Total Project Cost: $2,822,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 8934A, Location: JCT I-5 (Lat: 48.987139, Lng: -122.735750), Route carried "on" structure: State highway 543, Year Built: 1971, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 5,384 (year 2019), Truck Traffic: 27%, Average Future Daily Traffic: 7,731 (year 2039), 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: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.68m (25.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018, Bridge Improvement Cost: $1,411,000, Roadway Improvement Cost: $282,000, Total Project Cost: $2,822,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 17064A, Location: 0.8 N JCT I-5 (Lat: 48.998167, Lng: -122.734833), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 6,423 (year 2008), Truck Traffic: 5%, Design Load: HL 93, Features Intersected: SR 543 NORTHBOUND, Facility Carried by Structure: D STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Lanes under structure: 3, 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: 80.7 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021, Bridge Improvement Cost: $538,000, Roadway Improvement Cost: $108,000, Total Project Cost: $1,075,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17064A, Location: 0.8 N JCT I-5 (Lat: 48.998167, Lng: -122.734833), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 6,423 (year 2008), Truck Traffic: 5%, Design Load: HL 93, Features Intersected: SR 543 NORTHBOUND, Facility Carried by Structure: D STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Lanes under structure: 3, 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: 80.7 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021, Bridge Improvement Cost: $538,000, Roadway Improvement Cost: $108,000, Total Project Cost: $1,075,000 ( Estimate for 2014), 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: 0.8 N JCT I-5 (Lat: 48.998139, Lng: -122.735333), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 6,423 (year 2008), Truck Traffic: 5%, Design Load: HL 93, Features Intersected: SR 543 SOUTHBOUND, Facility Carried by Structure: D STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 2, 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: 13.4m (44.0ft), 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: 22.6m (74.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $370,000, Roadway Improvement Cost: $74,000, Total Project Cost: $739,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17064B, Location: 0.8 N JCT I-5 (Lat: 48.998139, Lng: -122.735333), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 6,423 (year 2008), Truck Traffic: 5%, Design Load: HL 93, Features Intersected: SR 543 SOUTHBOUND, Facility Carried by Structure: D STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 2, 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: 13.4m (44.0ft), 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: 22.6m (74.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $370,000, Roadway Improvement Cost: $74,000, Total Project Cost: $739,000 ( Estimate for 2014), 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: 200401, Location: 0.2 N JCT SR 548 (Lat: 48.999306, Lng: -122.753583), Route carried "on" structure: Interstate 5, Year Built: 2009, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 3,541 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 5,084 (year 2039), Design Load: HL 93, Features Intersected: INSPECTION LANES/BLDGS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 444.742, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.81m (32.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $4,637,000, Roadway Improvement Cost: $927,000, Total Project Cost: $9,274,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200401, Location: 0.2 N JCT SR 548 (Lat: 48.999306, Lng: -122.753583), Route carried "on" structure: Interstate 5, Year Built: 2009, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 3,541 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 5,084 (year 2039), Design Load: HL 93, Features Intersected: INSPECTION LANES/BLDGS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 444.742, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.81m (32.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $4,637,000, Roadway Improvement Cost: $927,000, Total Project Cost: $9,274,000 ( Estimate for 2014), 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: 80615, Location: 11.5 N JCT I-5 (Lat: 48.972089, Lng: -122.729297), Route carried "on" structure: State highway 548, Year Built: 1930, Year Reconstructed: 1951, Status: Posted for load, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 7,628 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 10,953 (year 2039), Design Load: H 15, Features Intersected: DAKOTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.572, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 5.61m (18.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $957,000, Roadway Improvement Cost: $191,000, Total Project Cost: $1,914,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 80615, Location: 11.5 N JCT I-5 (Lat: 48.972089, Lng: -122.729297), Route carried "on" structure: State highway 548, Year Built: 1930, Year Reconstructed: 1951, Status: Posted for load, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 7,628 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 10,953 (year 2039), Design Load: H 15, Features Intersected: DAKOTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.572, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 5.61m (18.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $957,000, Roadway Improvement Cost: $191,000, Total Project Cost: $1,914,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 80776, Location: 00.3 NW HALL RD. (Lat: 48.971722, Lng: -122.722383), Route carried "on" structure: County highway 30410, Year Built: 1928, Year Reconstructed: 2015, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 1,149 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 1,500 (year 2039), Design Load: H 20, Features Intersected: DAKOTA CR, Facility Carried by Structure: PORTAL WY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, 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: 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: 10.21m (33.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,479,000, Roadway Improvement Cost: $496,000, Total Project Cost: $4,958,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 80776, Location: 00.3 NW HALL RD. (Lat: 48.971722, Lng: -122.722383), Route carried "on" structure: County highway 30410, Year Built: 1928, Year Reconstructed: 2015, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 1,149 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 1,500 (year 2039), Design Load: H 20, Features Intersected: DAKOTA CR, Facility Carried by Structure: PORTAL WY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, 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: 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: 10.21m (33.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,479,000, Roadway Improvement Cost: $496,000, Total Project Cost: $4,958,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 81196, Location: 00.1 S MCGEE RD. (Lat: 48.965400, Lng: -122.659983), Route carried "on" structure: County highway 23892, Year Built: 1956, Year Reconstructed: 1989, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 820 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 1,000 (year 2042), Design Load: H 20, Features Intersected: HAYNIE CR, Facility Carried by Structure: VALLEY VIEW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 20.7 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: 15.9 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $730,000, Roadway Improvement Cost: $146,000, Total Project Cost: $1,459,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 81196, Location: 00.1 S MCGEE RD. (Lat: 48.965400, Lng: -122.659983), Route carried "on" structure: County highway 23892, Year Built: 1956, Year Reconstructed: 1989, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 820 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 1,000 (year 2042), Design Load: H 20, Features Intersected: HAYNIE CR, Facility Carried by Structure: VALLEY VIEW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 20.7 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: 15.9 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $730,000, Roadway Improvement Cost: $146,000, Total Project Cost: $1,459,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 81365, Location: 00.2 S HAYNIE RD. (Lat: 48.969683, Lng: -122.615792), Route carried "on" structure: County highway 30892, Year Built: 1965, Year Reconstructed: 2005, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,500 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 1,750 (year 2041), Design Load: H 20, Features Intersected: DAKOTA CR, Facility Carried by Structure: DELTA LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 17.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $623,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,246,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 81365, Location: 00.2 S HAYNIE RD. (Lat: 48.969683, Lng: -122.615792), Route carried "on" structure: County highway 30892, Year Built: 1965, Year Reconstructed: 2005, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,500 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 1,750 (year 2041), Design Load: H 20, Features Intersected: DAKOTA CR, Facility Carried by Structure: DELTA LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 17.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $623,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,246,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 86178, Location: .10 MI S OF MCGEE (Lat: 48.962803, Lng: -122.682203), Route carried "on" structure: County highway 32110, Year Built: 1995, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 275 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 650 (year 2040), Design Load: HL 93, Features Intersected: DAKOTA CR, Facility Carried by Structure: GILES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.6 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: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,143,000, Roadway Improvement Cost: $429,000, Total Project Cost: $4,286,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 86178, Location: .10 MI S OF MCGEE (Lat: 48.962803, Lng: -122.682203), Route carried "on" structure: County highway 32110, Year Built: 1995, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 275 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 650 (year 2040), Design Load: HL 93, Features Intersected: DAKOTA CR, Facility Carried by Structure: GILES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.6 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: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,143,000, Roadway Improvement Cost: $429,000, Total Project Cost: $4,286,000 ( Estimate for 2014), 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: 0.4 N JCT SR 543 (Lat: 48.990000, Lng: -122.741667), Route carried "under" structure: Interstate 5, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 9,851 (year 2019), Truck Traffic: 1%, Features Intersected: I-5, Facility Carried by Structure: MITCHELL AVE
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 443.439, 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)
Structure Number: 6851A, Location: 0.4 N JCT SR 543 (Lat: 48.990000, Lng: -122.741667), Route carried "under" structure: Interstate 5, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 9,851 (year 2019), Truck Traffic: 1%, Features Intersected: I-5, Facility Carried by Structure: MITCHELL AVE
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 443.439, 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: 0.7 N JCT SR 543 (Lat: 48.994028, Lng: -122.746056), Route carried "under" structure: Interstate 5, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 9,851 (year 2019), Truck Traffic: 1%, Features Intersected: I-5, Facility Carried by Structure: H ST
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 443.873, 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)
Structure Number: 6851B, Location: 0.7 N JCT SR 543 (Lat: 48.994028, Lng: -122.746056), Route carried "under" structure: Interstate 5, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 9,851 (year 2019), Truck Traffic: 1%, Features Intersected: I-5, Facility Carried by Structure: H ST
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 443.873, 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: 6926E, Location: 8.2 N JCT SR 548 (Lat: 48.975250, Lng: -122.723111), Route carried "under" structure: Interstate 5, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 22,355 (year 2019), Truck Traffic: 11%, Features Intersected: N-W RAMP I-5
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 441.234, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft)
Structure Number: 6926E, Location: 8.2 N JCT SR 548 (Lat: 48.975250, Lng: -122.723111), Route carried "under" structure: Interstate 5, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 22,355 (year 2019), Truck Traffic: 11%, Features Intersected: N-W RAMP I-5
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 441.234, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft)
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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: 0. m, Average Daily Traffic: 22,355 (year 2019), Truck Traffic: 11%, Features Intersected: I-5, Facility Carried by Structure: HUGHES AVE
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 441.797, 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)
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: 0. m, Average Daily Traffic: 22,355 (year 2019), Truck Traffic: 11%, Features Intersected: I-5, Facility Carried by Structure: HUGHES AVE
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 441.797, 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: 13.8 N JCT I-5 (Lat: 48.997697, Lng: -122.751778), Route carried "under" structure: State highway 548, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 5,497 (year 2019), Truck Traffic: 3%, Features Intersected: SR 548 (D ST), Facility Carried by Structure: I-5
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 22.289, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 7057B, Location: 13.8 N JCT I-5 (Lat: 48.997697, Lng: -122.751778), Route carried "under" structure: State highway 548, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 5,497 (year 2019), Truck Traffic: 3%, Features Intersected: SR 548 (D ST), Facility Carried by Structure: I-5
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 22.289, 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: 13.8 N JCT I-5 (Lat: 48.997417, Lng: -122.752028), Route carried "under" structure: State highway 548, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 5,497 (year 2019), Truck Traffic: 3%, Features Intersected: SR 548 (D ST), Facility Carried by Structure: I-5
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 22.241, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 22.3m (73.2ft)
Structure Number: 7057C, Location: 13.8 N JCT I-5 (Lat: 48.997417, Lng: -122.752028), Route carried "under" structure: State highway 548, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 5,497 (year 2019), Truck Traffic: 3%, Features Intersected: SR 548 (D ST), Facility Carried by Structure: I-5
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 22.241, Lanes on structure: 2, Lanes under structure: 2, 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: 48.987139, Lng: -122.735750), Route carried "under" structure: Interstate 5, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 9,851 (year 2019), Truck Traffic: 1%, Features Intersected: I-5
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 442.811, 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)
Structure Number: 8934A, Location: 9.2 N JCT SR 548 (Lat: 48.987139, Lng: -122.735750), Route carried "under" structure: Interstate 5, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 9,851 (year 2019), Truck Traffic: 1%, Features Intersected: I-5
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 442.811, 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)
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Structure Number: 17064A, Location: 0.8 N JCT I-5 (Lat: 48.998167, Lng: -122.734833), Route carried "under" structure: State highway 543, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 6,880 (year 2019), Truck Traffic: 26%, Features Intersected: SR 543 NORTHBOUND, Facility Carried by Structure: D STREET
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 1.320, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 17064A, Location: 0.8 N JCT I-5 (Lat: 48.998167, Lng: -122.734833), Route carried "under" structure: State highway 543, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 6,880 (year 2019), Truck Traffic: 26%, Features Intersected: SR 543 NORTHBOUND, Facility Carried by Structure: D STREET
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 1.320, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 19.5m (64.0ft)
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Structure Number: 17064B, Location: 0.8 N JCT I-5 (Lat: 48.998139, Lng: -122.735333), Route carried "under" structure: State highway 543, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 6,880 (year 2019), Truck Traffic: 26%, Features Intersected: SR 543 SOUTHBOUND, Facility Carried by Structure: D STREET
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 1.320, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 13.4m (44.0ft)
Structure Number: 17064B, Location: 0.8 N JCT I-5 (Lat: 48.998139, Lng: -122.735333), Route carried "under" structure: State highway 543, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 6,880 (year 2019), Truck Traffic: 26%, Features Intersected: SR 543 SOUTHBOUND, Facility Carried by Structure: D STREET
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 1.320, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 13.4m (44.0ft)