Bridge Statistics for Covington, Washington (WA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 210ft / 64.3mTotal length
- $41,883,000Total costs
- 325,096Total average daily traffic
- 33,789Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Covington
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21970-1979
- 21980-1989
- 51990-1999
- 92000-2009
- Bridge Condition - Deck
- 23.1%Very good
- 61.5%Good
- 15.4%Fair
- Bridge Condition - Superstructure
- 30.8%Very good
- 46.2%Good
- 7.7%Satisfactory
- 15.4%Fair
- Bridge Condition - Substructure
- 38.5%Very good
- 46.2%Good
- 7.7%Satisfactory
- 7.7%Fair
- Bridge Condition - Channel
- 66.7%Very good
- 33.3%Good
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Structure Number: 11439B, Location: 7.2 E JCT SR 164 (Lat: 47.357833, Lng: -122.121583), Route carried "on" structure: State highway 18, Year Built: 1979, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 15,270 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 21,561 (year 2039), Design Load: HS 20+Mod, Features Intersected: SR 516
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.330, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,288,000, Roadway Improvement Cost: $458,000, Total Project Cost: $4,576,000 ( 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: 11439B, Location: 7.2 E JCT SR 164 (Lat: 47.357833, Lng: -122.121583), Route carried "on" structure: State highway 18, Year Built: 1979, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 15,270 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 21,561 (year 2039), Design Load: HS 20+Mod, Features Intersected: SR 516
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.330, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,288,000, Roadway Improvement Cost: $458,000, Total Project Cost: $4,576,000 ( 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: 13401A, Location: 0.9 E JCT SR 516 (Lat: 47.367806, Lng: -122.101889), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 9,610 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 15,852 (year 2033), Design Load: HS 20+Mod, Features Intersected: SR 18, Facility Carried by Structure: SE 180TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.73m (18.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,842,000, Roadway Improvement Cost: $368,000, Total Project Cost: $3,685,000 ( 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: 13401A, Location: 0.9 E JCT SR 516 (Lat: 47.367806, Lng: -122.101889), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 9,610 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 15,852 (year 2033), Design Load: HS 20+Mod, Features Intersected: SR 18, Facility Carried by Structure: SE 180TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.73m (18.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,842,000, Roadway Improvement Cost: $368,000, Total Project Cost: $3,685,000 ( 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: 14768B, Location: 6.7 E JCT SR 164 (Lat: 47.352750, Lng: -122.129667), Route carried "on" structure: State highway 18, Year Built: 1996, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 26,907 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 37,992 (year 2039), Design Load: HS 25 or greater, Features Intersected: SOOS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.510, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.78m (12.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $992,000, Roadway Improvement Cost: $198,000, Total Project Cost: $1,984,000 ( 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: 14768B, Location: 6.7 E JCT SR 164 (Lat: 47.352750, Lng: -122.129667), Route carried "on" structure: State highway 18, Year Built: 1996, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 26,907 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 37,992 (year 2039), Design Load: HS 25 or greater, Features Intersected: SOOS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.510, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.78m (12.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $992,000, Roadway Improvement Cost: $198,000, Total Project Cost: $1,984,000 ( 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: 14919A, Location: 7.1 E JCT SR 164 (Lat: 47.355611, Lng: -122.123703), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 10.00m (32.81ft), Average Daily Traffic: 4,000 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 6,200 (year 2036), Design Load: HS 25 or greater, Features Intersected: SR 18, Facility Carried by Structure: COVINGTON WAY SE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 53.9m (176.8ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 86.2 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: 10.00m (32.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $3,674,000, Roadway Improvement Cost: $735,000, Total Project Cost: $7,347,000 ( 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: 14919A, Location: 7.1 E JCT SR 164 (Lat: 47.355611, Lng: -122.123703), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 10.00m (32.81ft), Average Daily Traffic: 4,000 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 6,200 (year 2036), Design Load: HS 25 or greater, Features Intersected: SR 18, Facility Carried by Structure: COVINGTON WAY SE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 53.9m (176.8ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 86.2 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: 10.00m (32.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $3,674,000, Roadway Improvement Cost: $735,000, Total Project Cost: $7,347,000 ( 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: 14919B, Location: 7.2 E JCT SR 164 (Lat: 47.357806, Lng: -122.121222), Route carried "on" structure: State highway 18, Year Built: 1997, Status: Open, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 15,270 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 21,561 (year 2039), Design Load: HS 25 or greater, Features Intersected: SR 516
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.347, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.8m (137.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.05m (29.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,376,000, Roadway Improvement Cost: $475,000, Total Project Cost: $4,752,000 ( 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: 14919B, Location: 7.2 E JCT SR 164 (Lat: 47.357806, Lng: -122.121222), Route carried "on" structure: State highway 18, Year Built: 1997, Status: Open, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 15,270 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 21,561 (year 2039), Design Load: HS 25 or greater, Features Intersected: SR 516
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.347, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.8m (137.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.05m (29.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,376,000, Roadway Improvement Cost: $475,000, Total Project Cost: $4,752,000 ( 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: 16008A, Location: 1.1 E JCT SR 516 (Lat: 47.369139, Lng: -122.099361), Route carried "on" structure: State highway 18, Year Built: 2002, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 38,685 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 54,623 (year 2039), Design Load: HS 25 or greater, Features Intersected: JENKINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.439, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.1m (85.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,118,000, Roadway Improvement Cost: $224,000, Total Project Cost: $2,236,000 ( 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: 16008A, Location: 1.1 E JCT SR 516 (Lat: 47.369139, Lng: -122.099361), Route carried "on" structure: State highway 18, Year Built: 2002, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 38,685 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 54,623 (year 2039), Design Load: HS 25 or greater, Features Intersected: JENKINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.439, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.1m (85.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,118,000, Roadway Improvement Cost: $224,000, Total Project Cost: $2,236,000 ( 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: 16008B, Location: 1.5 E JCT SR 516 (Lat: 47.372583, Lng: -122.091528), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 3,706 (year 2010), Truck Traffic: 16%, Average Future Daily Traffic: 5,826 (year 2036), Design Load: HL 93, Features Intersected: SR 18, Facility Carried by Structure: 256TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 53.3m (174.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.27m (30.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,493,000, Roadway Improvement Cost: $499,000, Total Project Cost: $4,986,000 ( 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: 16008B, Location: 1.5 E JCT SR 516 (Lat: 47.372583, Lng: -122.091528), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 3,706 (year 2010), Truck Traffic: 16%, Average Future Daily Traffic: 5,826 (year 2036), Design Load: HL 93, Features Intersected: SR 18, Facility Carried by Structure: 256TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 53.3m (174.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.27m (30.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,493,000, Roadway Improvement Cost: $499,000, Total Project Cost: $4,986,000 ( 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: 16008C, Location: 0.2 N SR 18 (Lat: 47.372583, Lng: -122.097444), Route carried "on" structure: County highway 18, Year Built: 2002, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 10,000 (year 2002), Truck Traffic: 16%, Average Future Daily Traffic: 17,480 (year 2036), Design Load: HS 25 or greater, Features Intersected: JENKINS CREEK, Facility Carried by Structure: SE 256TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.998, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.80m (25.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,997,000, Roadway Improvement Cost: $399,000, Total Project Cost: $3,994,000 ( 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: 16008C, Location: 0.2 N SR 18 (Lat: 47.372583, Lng: -122.097444), Route carried "on" structure: County highway 18, Year Built: 2002, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 10,000 (year 2002), Truck Traffic: 16%, Average Future Daily Traffic: 17,480 (year 2036), Design Load: HS 25 or greater, Features Intersected: JENKINS CREEK, Facility Carried by Structure: SE 256TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.998, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.80m (25.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,997,000, Roadway Improvement Cost: $399,000, Total Project Cost: $3,994,000 ( 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: 16008F, Location: 2.1 E JCT SR 516 (Lat: 47.377528, Lng: -122.080806), Route carried "on" structure: State highway 18, Year Built: 2002, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 20,511 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 28,961 (year 2039), Design Load: HL 93, Features Intersected: JENKINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.112, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Bridge Improvement Cost: $528,000, Roadway Improvement Cost: $106,000, Total Project Cost: $1,056,000 ( 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: 16008F, Location: 2.1 E JCT SR 516 (Lat: 47.377528, Lng: -122.080806), Route carried "on" structure: State highway 18, Year Built: 2002, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 20,511 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 28,961 (year 2039), Design Load: HL 93, Features Intersected: JENKINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.112, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Bridge Improvement Cost: $528,000, Roadway Improvement Cost: $106,000, Total Project Cost: $1,056,000 ( 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: 84834, Location: 0.7 MI SE OF SR-516 (Lat: 47.348972, Lng: -122.116722), Route carried "on" structure: County highway 91581, Year Built: 1929, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 15,015 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 27,120 (year 2039), Design Load: HS 15, Features Intersected: JENKINS CREEK, Facility Carried by Structure: COVINGTON-SWYR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $897,000, Roadway Improvement Cost: $179,000, Total Project Cost: $1,794,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 84834, Location: 0.7 MI SE OF SR-516 (Lat: 47.348972, Lng: -122.116722), Route carried "on" structure: County highway 91581, Year Built: 1929, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 15,015 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 27,120 (year 2039), Design Load: HS 15, Features Intersected: JENKINS CREEK, Facility Carried by Structure: COVINGTON-SWYR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $897,000, Roadway Improvement Cost: $179,000, Total Project Cost: $1,794,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 87785, Location: 0.5 MI N OF SR-18 (Lat: 47.368056, Lng: -122.115361), Route carried "on" structure: City street 293, Year Built: 2006, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 350 (year 2018), Average Future Daily Traffic: 500 (year 2038), Design Load: HL 93, Features Intersected: LITTLE SOOS CREEK, Facility Carried by Structure: SE 261ST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $973,000, Roadway Improvement Cost: $195,000, Total Project Cost: $1,946,000 ( Estimate for 2014), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 87785, Location: 0.5 MI N OF SR-18 (Lat: 47.368056, Lng: -122.115361), Route carried "on" structure: City street 293, Year Built: 2006, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 350 (year 2018), Average Future Daily Traffic: 500 (year 2038), Design Load: HL 93, Features Intersected: LITTLE SOOS CREEK, Facility Carried by Structure: SE 261ST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $973,000, Roadway Improvement Cost: $195,000, Total Project Cost: $1,946,000 ( Estimate for 2014), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 87786, Location: 1.1 MI W OF SR-18 (Lat: 47.386306, Lng: -122.095169), Route carried "on" structure: City street 293, Year Built: 2007, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 75 (year 2017), Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: 184TH AVE SE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $714,000, Roadway Improvement Cost: $143,000, Total Project Cost: $1,429,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 87786, Location: 1.1 MI W OF SR-18 (Lat: 47.386306, Lng: -122.095169), Route carried "on" structure: City street 293, Year Built: 2007, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 75 (year 2017), Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: 184TH AVE SE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $714,000, Roadway Improvement Cost: $143,000, Total Project Cost: $1,429,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 88137, Location: 1.7 MI N OF SR-18 (Lat: 47.389750, Lng: -122.112256), Route carried "on" structure: County highway 13370, Year Built: 2009, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,150 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 1,350 (year 2039), Design Load: HL 93, Features Intersected: SOOS CREEK, Facility Carried by Structure: 172ND AVE SE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $714,000, Roadway Improvement Cost: $143,000, Total Project Cost: $1,429,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 88137, Location: 1.7 MI N OF SR-18 (Lat: 47.389750, Lng: -122.112256), Route carried "on" structure: County highway 13370, Year Built: 2009, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,150 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 1,350 (year 2039), Design Load: HL 93, Features Intersected: SOOS CREEK, Facility Carried by Structure: 172ND AVE SE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $714,000, Roadway Improvement Cost: $143,000, Total Project Cost: $1,429,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 88139, Location: 2.25 MI N OF SR-516 (Lat: 47.383208, Lng: -122.140581), Route carried "on" structure: County highway 13300, Year Built: 2009, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 4,883 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 5,500 (year 2039), Design Load: HL 93, Features Intersected: SOOS CREEK, Facility Carried by Structure: SE 244 ST
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), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 69.7 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: 53.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $334,000, Roadway Improvement Cost: $67,000, Total Project Cost: $669,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 88139, Location: 2.25 MI N OF SR-516 (Lat: 47.383208, Lng: -122.140581), Route carried "on" structure: County highway 13300, Year Built: 2009, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 4,883 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 5,500 (year 2039), Design Load: HL 93, Features Intersected: SOOS CREEK, Facility Carried by Structure: SE 244 ST
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), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 69.7 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: 53.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $334,000, Roadway Improvement Cost: $67,000, Total Project Cost: $669,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 11439B, Location: 4.1 E JCT SR 515 (Lat: 47.357833, Lng: -122.121583), Route carried "under" structure: State highway 516, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 27,607 (year 2019), Truck Traffic: 4%, Features Intersected: SR 516, Facility Carried by Structure: SR 18
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 18.427, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 40.5m (132.9ft)
Structure Number: 11439B, Location: 4.1 E JCT SR 515 (Lat: 47.357833, Lng: -122.121583), Route carried "under" structure: State highway 516, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 27,607 (year 2019), Truck Traffic: 4%, Features Intersected: SR 516, Facility Carried by Structure: SR 18
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 18.427, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 40.5m (132.9ft)
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Structure Number: 13401A, Location: 0.9 E JCT SR 516 (Lat: 47.367806, Lng: -122.101889), Route carried "under" structure: State highway 18, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 38,685 (year 2019), Truck Traffic: 13%, Features Intersected: SR 18
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 20.197, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)
Structure Number: 13401A, Location: 0.9 E JCT SR 516 (Lat: 47.367806, Lng: -122.101889), Route carried "under" structure: State highway 18, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 38,685 (year 2019), Truck Traffic: 13%, Features Intersected: SR 18
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 20.197, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)
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Structure Number: 14919A, Location: 7.1 E JCT SR 164 (Lat: 47.355611, Lng: -122.123703), Route carried "under" structure: State highway 18, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 30,540 (year 2019), Truck Traffic: 13%, Features Intersected: SR 18, Facility Carried by Structure: COVINGTON WAY SE
Minimum Vertical Clearance: 6.02m (19.75ft), Kilometerpoint: 18.057, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 53.9m (176.8ft)
Structure Number: 14919A, Location: 7.1 E JCT SR 164 (Lat: 47.355611, Lng: -122.123703), Route carried "under" structure: State highway 18, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 30,540 (year 2019), Truck Traffic: 13%, Features Intersected: SR 18, Facility Carried by Structure: COVINGTON WAY SE
Minimum Vertical Clearance: 6.02m (19.75ft), Kilometerpoint: 18.057, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 53.9m (176.8ft)
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Structure Number: 14919B, Location: 4.1 E JCT SR 515 (Lat: 47.357806, Lng: -122.121222), Route carried "under" structure: State highway 516, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 27,607 (year 2019), Truck Traffic: 4%, Features Intersected: SR 516, Facility Carried by Structure: SR 18
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 18.459, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.8m (137.1ft)
Structure Number: 14919B, Location: 4.1 E JCT SR 515 (Lat: 47.357806, Lng: -122.121222), Route carried "under" structure: State highway 516, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 27,607 (year 2019), Truck Traffic: 4%, Features Intersected: SR 516, Facility Carried by Structure: SR 18
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 18.459, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.8m (137.1ft)
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Structure Number: 16008B, Location: 1.5 E JCT SR 516 (Lat: 47.372583, Lng: -122.091528), Route carried "under" structure: State highway 18, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 35,225 (year 2019), Truck Traffic: 13%, Features Intersected: SR 18, Facility Carried by Structure: 256TH ST
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 21.115, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 53.3m (174.9ft)
Structure Number: 16008B, Location: 1.5 E JCT SR 516 (Lat: 47.372583, Lng: -122.091528), Route carried "under" structure: State highway 18, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 35,225 (year 2019), Truck Traffic: 13%, Features Intersected: SR 18, Facility Carried by Structure: 256TH ST
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 21.115, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 53.3m (174.9ft)