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

Find on map >>   Show street view

Structure Number: 85946,  Location: W Garfield St & 23rd Ave (Lat: 47.633333,  Lng: -122.384444),  Route carried "on" structure: Ramp City street 1140,  Year Built: 1991,  Status: Open,  Structure Length: 12.04m (39.50ft),  Average Daily Traffic: 3,700 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,800 (year 2037),  Design Load: HS 20,  Features Intersected: 16TH AVE W,  Facility Carried by Structure: W GARFIELD ST RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.34m (40.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $4,212,000,  Roadway Improvement Cost: $842,000,  Total Project Cost: $8,424,000 ( Estimate for 2014),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 85947,  Location: W Garfield St & 23rd Ave (Lat: 47.633333,  Lng: -122.384444),  Route carried "on" structure: Ramp City street 1140,  Year Built: 1991,  Status: Open,  Structure Length: 12.04m (39.50ft),  Average Daily Traffic: 3,700 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,800 (year 2037),  Design Load: HS 20,  Features Intersected: 16TH AVE W,  Facility Carried by Structure: W GARFIELD ST RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 57.1 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: 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: 12.34m (40.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $4,212,000,  Roadway Improvement Cost: $842,000,  Total Project Cost: $8,424,000 ( Estimate for 2014),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 85948,  Location: 1200 SW Spokane St (Lat: 47.571372,  Lng: -122.357272),  Route carried "on" structure: City street 1140,  Year Built: 1991,  Status: Open,  Structure Length: 28.16m (92.39ft),  Average Daily Traffic: 11,000 (year 2019),  Truck Traffic: 30%,  Average Future Daily Traffic: 15,000 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: KLICKITAT, E MARGINAL RR,  Facility Carried by Structure: SW SPOKANE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 50.0m (164.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.4 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: 22.0 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 28.16m (92.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $9,794,000,  Roadway Improvement Cost: $1,959,000,  Total Project Cost: $19,589,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 86386,  Location: 0.9 MI. W. OF SR 99 (Lat: 47.572450,  Lng: -122.360317),  Route carried "on" structure: Ramp Other road 1140,  Year Built: 1997,  Status: Open,  Structure Length: 41.54m (136.29ft),  Average Daily Traffic: 1,000 (year 2018),  Truck Traffic: 80%,  Average Future Daily Traffic: 2,000 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: W. MARGINAL WY S.W.,  Facility Carried by Structure: OVERPASS TO T-5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 3,  Length of Maximum Span: 60.4m (198.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 41.85m (137.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $20,870,000,  Roadway Improvement Cost: $4,174,000,  Total Project Cost: $41,739,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 86865,  Location: 5400 Sand Point Way NE (Lat: 47.668611,  Lng: -122.275556),  Route carried "on" structure: City street 1140,  Year Built: 2002,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 4,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,880 (year 2037),  Design Load: HS 20,  Features Intersected: BURKE GILMAN TRAIL,  Facility Carried by Structure: PRINCETON AVE NE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 96.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.23m (10.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $678,000,  Roadway Improvement Cost: $136,000,  Total Project Cost: $1,357,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 86866,  Location: SW SPOKANE ST/HARBOR AVE (Lat: 47.571683,  Lng: -122.370819),  Route carried "on" structure: City street 1140,  Year Built: 1999,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 8,297 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,122 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: RR,  Facility Carried by Structure: HARBOR AVE SW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $343,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $686,000 ( Estimate for 2014),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 86867,  Location: SW Spokane St & Admiral (Lat: 47.571542,  Lng: -122.370942),  Route carried "on" structure: Ramp City street 1140,  Year Built: 1999,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 8,535 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,412 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: RR,  Facility Carried by Structure: HARBOR AVE SW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.52m (21.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $856,000,  Roadway Improvement Cost: $171,000,  Total Project Cost: $1,712,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 86868,  Location: SW Spokane St & Harbor Av (Lat: 47.571422,  Lng: -122.371033),  Route carried "on" structure: City street 1140,  Year Built: 1999,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 1,100 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,480 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: RAILROAD,  Facility Carried by Structure: HARBOR AVE SW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 15.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.53m (27.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,456,000,  Roadway Improvement Cost: $291,000,  Total Project Cost: $2,912,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 86869,  Location: SW Spokane St & Admiral (Lat: 47.571494,  Lng: -122.370883),  Route carried "on" structure: Ramp City street 1140,  Year Built: 1998,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 9,546 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,646 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: RR,  Facility Carried by Structure: HARBOR AVE SW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.78m (12.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $546,000,  Roadway Improvement Cost: $109,000,  Total Project Cost: $1,091,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 87211,  Location: 16th Ave SW & Klickitat (Lat: 47.575278,  Lng: -122.355556),  Route carried "on" structure: City street 1140,  Year Built: 2001,  Status: Open,  Structure Length: 33.04m (108.40ft),  Average Daily Traffic: 10,300 (year 2018),  Truck Traffic: 40%,  Average Future Daily Traffic: 12,000 (year 2041),  Design Load: HS 20,  Features Intersected: KLICKITAT AVE SW, RR,  Facility Carried by Structure: 16TH AVE SW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 41.8m (137.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 33.04m (108.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $8,672,000,  Roadway Improvement Cost: $1,734,000,  Total Project Cost: $17,344,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 87213,  Location: W Galer St & Elliott Ave (Lat: 47.631944,  Lng: -122.376111),  Route carried "on" structure: City street 1140,  Year Built: 2000,  Status: Open,  Structure Length: 24.84m (81.50ft),  Average Daily Traffic: 10,000 (year 2017),  Truck Traffic: 20%,  Average Future Daily Traffic: 12,200 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ELLIOTT AVE W, RR,  Facility Carried by Structure: W GALER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.84m (81.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $6,194,000,  Roadway Improvement Cost: $1,239,000,  Total Project Cost: $12,388,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 87994,  Location: 3400 Fremont Ave N (Lat: 47.647000,  Lng: -122.349778),  Route carried "on" structure: City street 1140,  Year Built: 2009,  Status: Open,  Structure Length: 21.52m (70.60ft),  Average Daily Traffic: 34,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 42,000 (year 2039),  Design Load: HL 93,  Features Intersected: ACCESS RD, PARKING,  Facility Carried by Structure: FREMONT AVE N
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 19.473,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 13,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.52m (70.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $8,190,000,  Roadway Improvement Cost: $1,638,000,  Total Project Cost: $16,379,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 88301,  Location: 4th Ave S & Jackson St (Lat: 47.596583,  Lng: -122.328972),  Route carried "on" structure: City street 1140,  Year Built: 1910,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 35.91m (117.81ft),  Average Daily Traffic: 27,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,000 (year 2043),  Design Load: H 20,  Features Intersected: PARKING GARAGE,  Facility Carried by Structure: 4TH AVE S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.212,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 42,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 4.7m (15.4ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 35.91m (117.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $7,068,000,  Roadway Improvement Cost: $1,414,000,  Total Project Cost: $14,136,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 88303,  Location: ROYAL BROUGHAM & 4TH AVE (Lat: 47.592414,  Lng: -122.331825),  Route carried "on" structure: City street 1140,  Year Built: 2010,  Status: Open,  Structure Length: 20.30m (66.60ft),  Average Daily Traffic: 3,000 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,000 (year 2039),  Design Load: HS 20,  Features Intersected: RAILROAD,  Facility Carried by Structure: ROYAL BROUGHAM WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 44.8m (147.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 5.5m (18.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 20.60m (67.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $10,275,000,  Roadway Improvement Cost: $2,055,000,  Total Project Cost: $20,550,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 88431,  Location: 4th Ave S & Spokane St Vi (Lat: 47.699722,  Lng: -122.366111),  Route carried "on" structure: Ramp City street 1140,  Year Built: 2010,  Status: Open,  Structure Length: 31.73m (104.10ft),  Average Daily Traffic: 24,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,300 (year 2042),  Design Load: HL 93,  Features Intersected: SOUTH SPOKANE STREET,  Facility Carried by Structure: OFF RAMP 4th AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 9,  Length of Maximum Span: 49.1m (161.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.9 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: 51.5 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 32.03m (105.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $15,975,000,  Roadway Improvement Cost: $3,195,000,  Total Project Cost: $31,950,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 88653,  Location: E Marginal and Spokane St (Lat: 47.570833,  Lng: -122.341944),  Route carried "on" structure: Bypass City street 1140,  Year Built: 2012,  Status: Open,  Structure Length: 16.70m (54.79ft),  Average Daily Traffic: 10,000 (year 2018),  Truck Traffic: 50%,  Average Future Daily Traffic: 12,000 (year 2038),  Design Load: HL 93,  Features Intersected: Spokane Street,  Facility Carried by Structure: Spokane Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 43.6m (143.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 45.0 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: 33.7 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: High priority of corrective action,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.01m (55.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $8,482,000,  Roadway Improvement Cost: $1,696,000,  Total Project Cost: $16,963,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 88747,  Location: 0.5 MILE EAST OF SR 522 (Lat: 47.706917,  Lng: -122.290789),  Route carried "on" structure: City street 1140,  Year Built: 2015,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 13,150 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,000 (year 2038),  Design Load: HL 93,  Features Intersected: THORTON CREEK,  Facility Carried by Structure: 35TH AVE NE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.0 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: 44.1 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.16m (3.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $289,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $578,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 89148,  Location: 350 FT WEST OF 15TH AVE W (Lat: 47.633511,  Lng: -122.377703),  Route carried "on" structure: City street 1140,  Year Built: 1930,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 20,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,000 (year 2040),  Features Intersected: BNRR,  Facility Carried by Structure: W GARFIELD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 8,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.28m (37.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $7,400,000,  Roadway Improvement Cost: $1,480,000,  Total Project Cost: $14,800,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 89209,  Location: 1241 Fairview Ave N (Lat: 47.631183,  Lng: -122.327772),  Route carried "on" structure: City street 1140,  Year Built: 2021,  Status: Open,  Structure Length: 12.34m (40.49ft),  Average Daily Traffic: 3,500 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,000 (year 2041),  Design Load: HL 93,  Features Intersected: Union Bay,  Facility Carried by Structure: Fairview Ave N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 112.654,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.1 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: 32.4 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 desirable criteria,  Length Of Structure Improvement: 12.34m (40.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $3,969,000,  Roadway Improvement Cost: $794,000,  Total Project Cost: $7,938,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: IC,  Location: 7.4 N JCT SR 509 (Lat: 47.639017,  Lng: -122.345539),  Route carried "under" structure: City street 99,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 2,890 (year 2019),  Truck Traffic: 5%,  Features Intersected: DEXTER WAY N
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 0.193,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 10.7m (35.1ft)

Find on map >>   Show street view

Structure Number: NV,  Location: 1.0 E JCT I-5 (Lat: 47.643969,  Lng: -122.304200),  Route carried "under" structure: State highway 520,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 49,856 (year 2019),  Truck Traffic: 3%,  Features Intersected: SR 520,  Facility Carried by Structure: SR 513 - MONTLAKE
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 1.513,  Lanes on structure: 6,  Lanes under structure: 7,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.8m (87.9ft)

Find on map >>   Show street view

Structure Number: NW,  Location: 0.1 E JCT SR 513 (Lat: 47.644219,  Lng: -122.302033),  Route carried "under" structure: State highway 520,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 49,856 (year 2019),  Truck Traffic: 3%,  Features Intersected: SR 520,  Facility Carried by Structure: 24TH AVE
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 1.690,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.7m (90.9ft)

Find on map >>   Show street view

Structure Number: OC,  Location: JCT I-90 (Lat: 47.592556,  Lng: -122.324167),  Route carried "under" structure: Ramp Interstate 5,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 5,379 (year 2012),  Truck Traffic: 5%,  Features Intersected: I-5/AIRPORT WAY RAMP,  Facility Carried by Structure: I-90 E-S RAMP
Minimum Vertical Clearance: 8.23m (27.00ft),  Kilometerpoint: 0.274,  Lanes on structure: 1,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 47.5m (155.8ft)

Find on map >>   Show street view

Structure Number: 1718A,  Location: 9.3 N JCT SR 509 (Lat: 47.666639,  Lng: -122.347361),  Route carried "under" structure: State highway 99,  Year Built: 1933,  Structure Length: 0. m,  Average Daily Traffic: 40,996 (year 2019),  Truck Traffic: 3%,  Features Intersected: SR 99,  Facility Carried by Structure: WOODLAND PARK PED
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 57.615,  Lanes under structure: 6,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 23.5m (77.1ft)

Find on map >>   Show street view

Structure Number: 1718B,  Location: 9.4 N JCT SR 509 (Lat: 47.668306,  Lng: -122.347333),  Route carried "under" structure: State highway 99,  Year Built: 1933,  Structure Length: 0. m,  Average Daily Traffic: 40,996 (year 2019),  Truck Traffic: 3%,  Features Intersected: SR 99,  Facility Carried by Structure: WOODLAND PARK PED
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 57.792,  Lanes under structure: 6,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 23.5m (77.1ft)

Find on map >>   Show street view

Structure Number: 1718C,  Location: 9.5 N JCT SR 509 (Lat: 47.669944,  Lng: -122.347306),  Route carried "under" structure: State highway 99,  Year Built: 1933,  Structure Length: 0. m,  Average Daily Traffic: 40,996 (year 2019),  Truck Traffic: 3%,  Features Intersected: SR 99,  Facility Carried by Structure: WOODLAND PARK PED
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 57.969,  Lanes under structure: 6,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 23.5m (77.1ft)

Find on map >>   Show street view

Structure Number: 4872A,  Location: 0.1 N JCT SR 509 (Lat: 47.537583,  Lng: -122.334694),  Route carried "under" structure: State highway 99,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 26,351 (year 2019),  Truck Traffic: 15%,  Features Intersected: DUWAMISH RIVER
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 42.487,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Length of Maximum Span: 84.4m (276.9ft)

Find on map >>   Show street view

Structure Number: 6080A,  Location: 2.6 N JCT I-90 (Lat: 47.646297,  Lng: -122.322458),  Route carried "under" structure: Interstate 5,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 47,048 (year 2019),  Truck Traffic: 5%,  Features Intersected: LAKE WASH SHIP CANAL
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 271.110,  Lanes on structure: 12,  Lanes under structure: 14,  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Length of Maximum Span: 168.2m (551.8ft)

Find on map >>   Show street view

Structure Number: 6111A,  Location: 1.7 N JCT SR 520 (Lat: 47.661333,  Lng: -122.322639),  Route carried "under" structure: Interstate 5,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 170,198 (year 2019),  Truck Traffic: 5%,  Features Intersected: I-5
Minimum Vertical Clearance: 6.71m (22.01ft),  Kilometerpoint: 272.591,  Lanes on structure: 6,  Lanes under structure: 13,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.7m (94.2ft)

Find on map >>   Show street view

Structure Number: 6111B,  Location: 1.7 N JCT SR 520 (Lat: 47.664972,  Lng: -122.322528),  Route carried "under" structure: Interstate 5,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 170,198 (year 2019),  Truck Traffic: 5%,  Features Intersected: I-5
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 272.993,  Lanes on structure: 5,  Lanes under structure: 12,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.8m (101.0ft)

Find on map >>   Show street view

Structure Number: 6304A,  Location: 1.7 N JCT SR 520 (Lat: 47.662500,  Lng: -122.321139),  Route carried "under" structure: Ramp Interstate 5,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 8,526 (year 2019),  Truck Traffic: 5%,  Features Intersected: RAMP NB I-5 TO 50TH
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.467,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 11.6m (38.1ft)

Find on map >>   Show street view

Structure Number: 6304B,  Location: 1.7 N JCT SR 520 (Lat: 47.663000,  Lng: -122.322500),  Route carried "under" structure: Ramp Interstate 5,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 7,287 (year 2019),  Truck Traffic: 5%,  Features Intersected: 50TH RAMP TO I-5 S
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.274,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.3m (69.9ft)

Find on map >>   Show street view

Structure Number: 6470A,  Location: 0.1 N JCT SR 520 (Lat: 47.643192,  Lng: -122.323367),  Route carried "under" structure: Interstate 5,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 154,781 (year 2019),  Truck Traffic: 5%,  Features Intersected: I-5,  Facility Carried by Structure: ROANOKE ST
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 270.563,  Lanes on structure: 4,  Lanes under structure: 12,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.5m (100.1ft)

Find on map >>   Show street view

Structure Number: 6470C,  Location: 0.1 N JCT SR 520 (Lat: 47.642222,  Lng: -122.322389),  Route carried "under" structure: Interstate 5,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 77,391 (year 2019),  Truck Traffic: 5%,  Features Intersected: I-5
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 270.466,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 44.8m (147.0ft)

Find on map >>   Show street view

Structure Number: 6635A,  Location: 1.6 N JCT I-90 (Lat: 47.615944,  Lng: -122.329611),  Route carried "under" structure: Interstate 5,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 190,498 (year 2019),  Truck Traffic: 5%,  Features Intersected: I-5,  Facility Carried by Structure: OLIVE WAY
Minimum Vertical Clearance: 6.40m (21.00ft),  Kilometerpoint: 267.473,  Lanes on structure: 3,  Lanes under structure: 12,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 40.5m (132.9ft)

Find on map >>   Show street view

Structure Number: 6635B,  Location: 1.6 N JCT I-90 (Lat: 47.618453,  Lng: -122.329303),  Route carried "under" structure: Interstate 5,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 190,498 (year 2019),  Truck Traffic: 5%,  Features Intersected: I-5,  Facility Carried by Structure: DENNY WAY
Minimum Vertical Clearance: 7.09m (23.26ft),  Kilometerpoint: 267.730,  Lanes on structure: 4,  Lanes under structure: 19,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.7m (104.0ft)

Find on map >>   Show street view

Structure Number: 6635C,  Location: 1.8 N JCT I-90 (Lat: 47.617225,  Lng: -122.329319),  Route carried "under" structure: Interstate 5,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 2,424 (year 2012),  Truck Traffic: 5%,  Features Intersected: I-5 REV RAMP,  Facility Carried by Structure: YALE ST RAMP
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.531,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.7m (58.1ft)

Find on map >>   Show street view

Structure Number: 6635E,  Location: 1.8 N JCT I-90 (Lat: 47.617800,  Lng: -122.329111),  Route carried "under" structure: Ramp Interstate 5,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 2,424 (year 2012),  Truck Traffic: 5%,  Features Intersected: REV LANES RAMP,  Facility Carried by Structure: UITILITY
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.612,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 7.9m (25.9ft)

Find on map >>   Show street view

Structure Number: 6800A,  Location: 1.8 N JCT I-90 (Lat: 47.618556,  Lng: -122.328664),  Route carried "under" structure: Alternate Interstate 5,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 37,039 (year 2019),  Truck Traffic: 6%,  Features Intersected: DENNY WAY-LAKEVIEW V
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 268.374,  Lanes on structure: 5,  Lanes under structure: 7,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.7m (104.0ft)

Find on map >>   Show street view

Structure Number: 6800C,  Location: 2.2 N JCT I-90 (Lat: 47.625242,  Lng: -122.329028),  Route carried "under" structure: Interstate 5,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 188,685 (year 2019),  Truck Traffic: 5%,  Features Intersected: I-5,  Facility Carried by Structure: LAKEVIEW BLVD
Minimum Vertical Clearance: 8.84m (29.00ft),  Kilometerpoint: 268.825,  Lanes on structure: 2,  Lanes under structure: 16,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.6m (107.0ft)

Find on map >>   Show street view

Structure Number: 6800G,  Location: 2.4 N JCT I-90 (Lat: 47.625856,  Lng: -122.329244),  Route carried "under" structure: Ramp Interstate 5,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 17,125 (year 2012),  Truck Traffic: 10%,  Features Intersected: I-5 RAMPS,  Facility Carried by Structure: EASTLAKE AVE
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.6m (74.1ft)

Find on map >>   Show street view

Structure Number: 6861A,  Location: 0.1 E JCT I-5 (Lat: 47.642583,  Lng: -122.317972),  Route carried "under" structure: State highway 520,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 51,673 (year 2019),  Truck Traffic: 3%,  Features Intersected: SR 520,  Facility Carried by Structure: DELMAR DRIVE
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.435,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.2m (108.9ft)

Find on map >>   Show street view

Structure Number: 6861B,  Location: 0.1 E JCT I-5 (Lat: 47.642086,  Lng: -122.320053),  Route carried "under" structure: State highway 520,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 51,673 (year 2019),  Truck Traffic: 3%,  Features Intersected: SR 520,  Facility Carried by Structure: 10TH AVE
Minimum Vertical Clearance: 10.16m (33.33ft),  Kilometerpoint: 0.306,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.7m (117.1ft)

Find on map >>   Show street view

Structure Number: 6902A,  Location: 2.2 N JCT SR 599 (Lat: 47.523139,  Lng: -122.321139),  Route carried "under" structure: State highway 99,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 28,167 (year 2019),  Truck Traffic: 13%,  Features Intersected: SR 99,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 40.427,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

Find on map >>   Show street view

Structure Number: 6911A,  Location: 2.2 N JCT SR 520 (Lat: 47.679806,  Lng: -122.321333),  Route carried "under" structure: Interstate 5,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 156,615 (year 2019),  Truck Traffic: 5%,  Features Intersected: I-5,  Facility Carried by Structure: NE 70TH-NE 71ST ST
Minimum Vertical Clearance: 9.30m (30.51ft),  Kilometerpoint: 274.618,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.1m (79.1ft)

Find on map >>   Show street view

Structure Number: 6911B,  Location: JCT I-5 (Lat: 47.679611,  Lng: -122.320083),  Route carried "under" structure: State highway 522,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 15,936 (year 2019),  Truck Traffic: 6%,  Features Intersected: I-5 N RAMP TO SR 522 E,  Facility Carried by Structure: 8TH AVE N TO I-5 N
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.6m (84.0ft)

Find on map >>   Show street view

Structure Number: 6911C,  Location: 2.2 N JCT SR 520 (Lat: 47.680528,  Lng: -122.320944),  Route carried "under" structure: Interstate 5,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 78,308 (year 2019),  Truck Traffic: 5%,  Features Intersected: I-5 NB,I-5 EXPRESS,RAMP
Minimum Vertical Clearance: 7.11m (23.33ft),  Kilometerpoint: 274.812,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.6m (120.1ft)

Find on map >>   Show street view

Structure Number: 6911D,  Location: 2.2 N JCT SR 520 (Lat: 47.682056,  Lng: -122.320417),  Route carried "under" structure: Interstate 5,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 156,615 (year 2019),  Truck Traffic: 5%,  Features Intersected: W-S RAMP I-5
Minimum Vertical Clearance: 8.08m (26.51ft),  Kilometerpoint: 274.892,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.3m (92.8ft)

Find on map >>   Show street view

Structure Number: 7110A,  Location: 0.8 N JCT I-90 (Lat: 47.604194,  Lng: -122.327250),  Route carried "under" structure: Interstate 5,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 22,968 (year 2019),  Truck Traffic: 6%,  Features Intersected: JAMES, CHERRY, REVERS
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 266.427,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.9m (85.0ft)

Find on map >>   Show street view

Structure Number: 7110C,  Location: 1.2 N JCT I-90 (Lat: 47.607056,  Lng: -122.330639),  Route carried "under" structure: Interstate 5,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 122,787 (year 2019),  Truck Traffic: 5%,  Features Intersected: I-5,  Facility Carried by Structure: MADISON ST
Minimum Vertical Clearance: 11.94m (39.17ft),  Kilometerpoint: 266.459,  Lanes on structure: 5,  Lanes under structure: 14,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.7m (104.0ft)

Find on map >>   Show street view

Structure Number: 7110D,  Location: 1.2 N JCT I-90 (Lat: 47.607806,  Lng: -122.331250),  Route carried "under" structure: Interstate 5,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 122,787 (year 2019),  Truck Traffic: 5%,  Features Intersected: I-5,  Facility Carried by Structure: SPRING ST
Minimum Vertical Clearance: 10.92m (35.83ft),  Kilometerpoint: 266.556,  Lanes on structure: 2,  Lanes under structure: 12,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.4m (116.1ft)

Find on map >>   Show street view

Structure Number: 7110E,  Location: 1.2 N JCT I-90 (Lat: 47.608722,  Lng: -122.331361),  Route carried "under" structure: Interstate 5,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 181,101 (year 2019),  Truck Traffic: 5%,  Features Intersected: I-5,  Facility Carried by Structure: SENECA ST
Minimum Vertical Clearance: 9.45m (31.00ft),  Kilometerpoint: 266.652,  Lanes on structure: 3,  Lanes under structure: 12,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.3m (96.1ft)

Find on map >>   Show street view

Structure Number: 7110H,  Location: 1.2 N JCT I-90 (Lat: 47.606417,  Lng: -122.329306),  Route carried "under" structure: Interstate 5,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 90,551 (year 2019),  Truck Traffic: 5%,  Features Intersected: I-5 SB & CITY STREETS,  Facility Carried by Structure: N-SENECA RAMP
Minimum Vertical Clearance: 6.73m (22.08ft),  Kilometerpoint: 266.620,  Lanes on structure: 1,  Lanes under structure: 7,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.0m (95.1ft)

Find on map >>   Show street view

Structure Number: 7110J,  Location: 1.2 N JCT I-90 (Lat: 47.607667,  Lng: -122.331194),  Route carried "under" structure: Interstate 5,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 14,608 (year 2012),  Truck Traffic: 5%,  Features Intersected: I-5 SB COL,  Facility Carried by Structure: SPRING ST RAMP
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.451,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 20.4m (66.9ft)

Find on map >>   Show street view

Structure Number: 7156A,  Location: 2.2 N JCT SR 520 (Lat: 47.683667,  Lng: -122.322917),  Route carried "under" structure: Interstate 5,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 173,687 (year 2019),  Truck Traffic: 5%,  Features Intersected: I-5, I-5 EXPRESS LANES
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 275.214,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.5m (123.0ft)

Find on map >>   Show street view

Structure Number: 7156B,  Location: 0.5 N JCT SR 522 (Lat: 47.686817,  Lng: -122.326861),  Route carried "under" structure: Interstate 5,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 156,908 (year 2019),  Truck Traffic: 5%,  Features Intersected: I-5, I-5 EXP LNS, RAMPS,  Facility Carried by Structure: NE 80TH ST
Minimum Vertical Clearance: 6.93m (22.74ft),  Kilometerpoint: 275.552,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.6m (97.1ft)

Find on map >>   Show street view

Structure Number: 7156C,  Location: 0.5 N JCT SR 522 (Lat: 47.695944,  Lng: -122.329972),  Route carried "under" structure: Interstate 5,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 179,047 (year 2019),  Truck Traffic: 5%,  Features Intersected: I-5,  Facility Carried by Structure: NE 92ND ST
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 276.630,  Lanes on structure: 2,  Lanes under structure: 11,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.9m (75.1ft)

Find on map >>   Show street view

Structure Number: 7156D,  Location: 0.5 N JCT SR 522 (Lat: 47.689917,  Lng: -122.328528),  Route carried "under" structure: Interstate 5,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 156,908 (year 2019),  Truck Traffic: 5%,  Features Intersected: I-5
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 276.002,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.0m (128.0ft)

Find on map >>   Show street view

Structure Number: 7156E,  Location: 0.5 N JCT SR 522 (Lat: 47.690194,  Lng: -122.329778),  Route carried "under" structure: Ramp Interstate 5,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 8,924 (year 2019),  Truck Traffic: 5%,  Features Intersected: I-5 SB RAMP TO NE 80TH
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.451,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.3m (60.0ft)

Find on map >>   Show street view

Structure Number: 7156F,  Location: 5.5 N JCT I-90 (Lat: 47.701808,  Lng: -122.329303),  Route carried "under" structure: Interstate 5,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 4,073 (year 2019),  Truck Traffic: 20%,  Features Intersected: N-103RD EXP RAMP
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.756,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

Find on map >>   Show street view

Structure Number: 7270A,  Location: 2.4 N JCT SR 522 (Lat: 47.713944,  Lng: -122.327583),  Route carried "under" structure: Interstate 5,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 214,999 (year 2019),  Truck Traffic: 5%,  Features Intersected: I-5,  Facility Carried by Structure: NE117TH ST
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 278.658,  Lanes on structure: 2,  Lanes under structure: 11,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.0m (105.0ft)