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

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Structure Number: 85223,  Location: W FORT ST & GILMAN AVE W (Lat: 47.661056,  Lng: -122.392278),  Route carried "on" structure: City street 1140,  Year Built: 1985,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 1,500 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,830 (year 2038),  Design Load: HS 20,  Features Intersected: RAILROAD,  Facility Carried by Structure: W FORT ST
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: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.27m (14.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,128,000,  Roadway Improvement Cost: $426,000,  Total Project Cost: $4,256,000 ( 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: 85242,  Location: 3200 W Howe St (Lat: 47.635900,  Lng: -122.398900),  Route carried "on" structure: City street 1140,  Year Built: 1946,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 3,400 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,000 (year 2038),  Design Load: HS 20,  Features Intersected: 32ND AVE W, RAVINE,  Facility Carried by Structure: W HOWE ST
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: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.84m (29.00ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Bridge Improvement Cost: $4,408,000,  Roadway Improvement Cost: $882,000,  Total Project Cost: $8,816,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85262,  Location: S Spokane St & E Marginal (Lat: 47.571389,  Lng: -122.332222),  Route carried "on" structure: City street 1140,  Year Built: 1941,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 103.94m (341.01ft),  Average Daily Traffic: 42,350 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 51,700 (year 2042),  Design Load: HS 20,  Features Intersected: E MARGINAL WY, 1ST, 4TH,  Facility Carried by Structure: S SPOKANE ST
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 144.841,  Lanes on structure: 6,  Lanes under structure: 12,  Base Highway Network: Yes (Inventory Route: 70148200,  Subroute: 80),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 53,  Number Of Approach Spans: 16,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 103.94m (341.01ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Bridge Improvement Cost: $47,058,000,  Roadway Improvement Cost: $9,412,000,  Total Project Cost: $94,116,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 85273,  Location: 4700 4th Ave S (Lat: 47.560278,  Lng: -122.329444),  Route carried "on" structure: City street 1140,  Year Built: 1933,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 53.07m (174.11ft),  Average Daily Traffic: 28,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 32,000 (year 2038),  Design Load: H 20,  Features Intersected: ARGO RR YARD,  Facility Carried by Structure: 4TH AVE S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 149.669,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 12,  Number Of Approach Spans: 13,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 53.37m (175.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $43,425,000,  Roadway Improvement Cost: $8,685,000,  Total Project Cost: $86,850,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 85274,  Location: 4500 1st Ave S (Lat: 47.563611,  Lng: -122.334167),  Route carried "on" structure: City street 1140,  Year Built: 1935,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 77.54m (254.40ft),  Average Daily Traffic: 19,000 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 22,000 (year 2039),  Design Load: HS 20,  Features Intersected: ARGO RR YARD,  Facility Carried by Structure: 1ST AVE S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.764,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Number Of Approach Spans: 17,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 77.54m (254.40ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Bridge Improvement Cost: $26,458,000,  Roadway Improvement Cost: $5,292,000,  Total Project Cost: $52,915,000 ( 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: 85275,  Location: 4100 Roosevelt Way NE (Lat: 47.656111,  Lng: -122.317778),  Route carried "on" structure: City street 1140,  Year Built: 1949,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 24,500 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 33,300 (year 2040),  Features Intersected: NE CAMPUS PARKWAY,  Facility Carried by Structure: ROOSEVELT WAY NE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 194.731,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.41m (7.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,959,000,  Roadway Improvement Cost: $392,000,  Total Project Cost: $3,918,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85276,  Location: 3800 Eastlake Ave (Lat: 47.654733,  Lng: -122.318856),  Route carried "on" structure: City street 1140,  Year Built: 1930,  Status: Open,  Structure Length: 9.78m (32.09ft),  Average Daily Traffic: 35,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 45,000 (year 2040),  Design Load: HS 20,  Features Intersected: NE PACIFIC ST,  Facility Carried by Structure: EASTLAKE AVE NE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.150,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 10.09m (33.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $8,209,000,  Roadway Improvement Cost: $1,642,000,  Total Project Cost: $16,418,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85277,  Location: 3800 Eastlake Ave (Lat: 47.652778,  Lng: -122.320278),  Route carried "on" structure: City street 1140,  Year Built: 1930,  Status: Open,  Structure Length: 19.63m (64.40ft),  Average Daily Traffic: 36,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 45,000 (year 2039),  Design Load: H 20,  Features Intersected: NE 40TH ST, BURKE GILMAN,  Facility Carried by Structure: EASTLAKE AVE NE
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 5.311,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 40.5m (132.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Very good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.93m (65.39ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: August 2020,  Underwater Inspection Date: November 2020,  Bridge Improvement Cost: $16,219,000,  Roadway Improvement Cost: $3,244,000,  Total Project Cost: $32,438,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85278,  Location: 3200 EASTLAKE AVE (Lat: 47.652778,  Lng: -122.320278),  Route carried "on" structure: City street 1140,  Year Built: 1915,  Year Reconstructed: 1933,  Status: Open,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 35,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 45,000 (year 2039),  Design Load: H 20,  Features Intersected: PORTAGE BAY,  Facility Carried by Structure: EASTLAKE AVE NE
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.001,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Navigation Control: Yes ( Vertical Clearance: 13.4m (44.0ft), Horizontal Clearance: 53.3m (174.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 66.4m (217.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.87m (29.10ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: March 2021,  Underwater Inspection Date: April 2018,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $3,492,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $25,000,000 ( Estimate for 2020),  Deck Structure Type: Open Grating

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Structure Number: 85279,  Location: 3200 Eastlake Ave (Lat: 47.652222,  Lng: -122.320833),  Route carried "on" structure: City street 1140,  Year Built: 1930,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 36,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 45,000 (year 2039),  Design Load: H 20,  Features Intersected: PORTAGE BAY PL E,  Facility Carried by Structure: EASTLAKE AVE NE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.472,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.13m (20.11ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: August 2020,  Underwater Inspection Date: April 2018,  Bridge Improvement Cost: $2,412,000,  Roadway Improvement Cost: $482,000,  Total Project Cost: $4,824,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85283,  Location: 3000 FREMONT AVE N (Lat: 47.647500,  Lng: -122.349722),  Route carried "on" structure: City street 1140,  Year Built: 1917,  Status: Open,  Structure Length: 9.66m (31.69ft),  Average Daily Traffic: 29,300 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 42,800 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SHIP CANAL,  Facility Carried by Structure: FREMONT AVE N
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 19.634,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Navigation Control: Yes ( Vertical Clearance: 9.1m (29.9ft), Horizontal Clearance: 45.7m (149.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 73.8m (242.1ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.66m (31.69ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Underwater Inspection Date: November 2019,  Other Special Inspection Date: October 2020,  Bridge Improvement Cost: $3,550,000,  Roadway Improvement Cost: $710,000,  Total Project Cost: $7,101,000 ( Estimate for 2014),  Deck Structure Type: Open Grating

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Structure Number: 85297,  Location: 1200 SW Spokane St (Lat: 47.571539,  Lng: -122.344728),  Route carried "on" structure: City street 1140,  Year Built: 1983,  Status: Open,  Structure Length: 105.00m (344.49ft),  Average Daily Traffic: 10,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 65,000 (year 2042),  Design Load: HS 20,  Features Intersected: E MARGINAL WAY S,  Facility Carried by Structure: SW SPOKANE ST
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 31,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.9 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 minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 105.31m (345.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $35,932,000,  Roadway Improvement Cost: $7,186,000,  Total Project Cost: $71,864,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 85298,  Location: 800 SW Spokane St (Lat: 47.571506,  Lng: -122.346269),  Route carried "on" structure: City street 1140,  Year Built: 1975,  Status: Open,  Structure Length: 14.78m (48.49ft),  Average Daily Traffic: 8,800 (year 2018),  Truck Traffic: 35%,  Average Future Daily Traffic: 13,000 (year 2040),  Design Load: HS 20,  Features Intersected: DUWAMISH RIVER E WATERWY,  Facility Carried by Structure: SW SPOKANE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 109.435,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 70148200,  Subroute: 89),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.78m (48.49ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Underwater Inspection Date: April 2021,  Bridge Improvement Cost: $5,723,000,  Roadway Improvement Cost: $1,145,000,  Total Project Cost: $11,446,000 ( 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: 853,  Location: 1200 SW Spokane St (Lat: 47.571111,  Lng: -122.350000),  Route carried "on" structure: Ramp City street 1140,  Year Built: 1983,  Status: Open,  Structure Length: 46.36m (152.10ft),  Average Daily Traffic: 93,180 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 144,054 (year 2036),  Design Load: HS 20,  Features Intersected: DELRIDGE WAY SW,  Facility Carried by Structure: SW SPOKANE ST
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 210.985,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Number Of Approach Spans: 1,  Length of Maximum Span: 45.1m (148.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 46.36m (152.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $61,448,000,  Roadway Improvement Cost: $15,362,000,  Total Project Cost: $76,810,000 ( Estimate for 2041),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 85301,  Location: 1200 SW Spokane St (Lat: 47.571111,  Lng: -122.350000),  Route carried "on" structure: City street 1140,  Year Built: 1983,  Status: Open,  Structure Length: 46.73m (153.31ft),  Average Daily Traffic: 98,700 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 145,000 (year 2041),  Design Load: HS 20,  Features Intersected: DELRIDGE WAY SW,  Facility Carried by Structure: SW SPOKANE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 6,  Lanes under structure: 18,  Base Highway Network: Yes (Inventory Route: 70148200,  Subroute: 89),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 57.6m (189.0ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 24.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 46.73m (153.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $64,999,000,  Roadway Improvement Cost: $16,249,000,  Total Project Cost: $81,249,000 ( Estimate for 2041),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 85302,  Location: 1200 SW Spokane St (Lat: 47.571111,  Lng: -122.350000),  Route carried "on" structure: City street 1140,  Year Built: 1983,  Status: Closed,  Structure Length: 40.84m (133.99ft),  Average Daily Traffic: 108,179 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 170,000 (year 2040),  Design Load: HS 20,  Features Intersected: DUWAMISH RIVER W WATERWY,  Facility Carried by Structure: SW SPOKANE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 42000340,  Subroute: 89),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 39 degrees,  Navigation Control: Yes ( Vertical Clearance: 42.7m (140.1ft), Horizontal Clearance: 38.1m (125.0ft)),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 179.8m (589.9ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Satisfactory,  Superstructure: Critical,  Substructure: Good,  Channel: Very good,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 40.84m (133.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: July 2017,  Other Special Inspection Date: May 2019,  Bridge Improvement Cost: $28,944,000,  Roadway Improvement Cost: $5,789,000,  Total Project Cost: $57,888,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 85306,  Location: 1200 SW Spokane St (Lat: 47.570933,  Lng: -122.350472),  Route carried "on" structure: City street 1140,  Year Built: 1983,  Status: Open,  Structure Length: 30.05m (98.59ft),  Average Daily Traffic: 10,000 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 60,000 (year 2041),  Design Load: HS 20,  Features Intersected: E MARGINAL WAY S,  Facility Carried by Structure: SW SPOKANE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 211.468,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Number Of Approach Spans: 1,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 30.36m (99.61ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2021,  Underwater Inspection Date: July 2017,  Bridge Improvement Cost: $29,482,000,  Roadway Improvement Cost: $5,896,000,  Total Project Cost: $58,963,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8533,  Location: Queen Anne Dr & 3rd Ave N (Lat: 47.642222,  Lng: -122.352500),  Route carried "on" structure: City street 1140,  Year Built: 1935,  Status: Open,  Structure Length: 9.97m (32.71ft),  Average Daily Traffic: 125,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,000 (year 2039),  Design Load: H 20,  Features Intersected: RAVINE,  Facility Carried by Structure: N QUEEN ANNE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.97m (32.71ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: June 2020,  Bridge Improvement Cost: $2,224,000,  Roadway Improvement Cost: $445,000,  Total Project Cost: $4,447,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 85335,  Location: McGRAW ST & 3RD AVE N (Lat: 47.639939,  Lng: -122.352742),  Route carried "on" structure: City street 1140,  Year Built: 1935,  Status: Posted for load,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 3,500 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,200 (year 2038),  Design Load: HS 20,  Features Intersected: RAVINE,  Facility Carried by Structure: MCGRAW ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 20.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 11.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 7.25m (23.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,618,000,  Roadway Improvement Cost: $324,000,  Total Project Cost: $3,237,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8534,  Location: 1660 E BOSTON TERRACE (Lat: 47.637222,  Lng: -122.312222),  Route carried "on" structure: City street 1140,  Year Built: 1948,  Status: Posted for load,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 160 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 230 (year 2039),  Features Intersected: RAVINE,  Facility Carried by Structure: E BOSTON TERRACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 20.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 7.56m (24.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $893,000,  Roadway Improvement Cost: $179,000,  Total Project Cost: $1,786,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 85342,  Location: S Albro Pl & Airport Way (Lat: 47.547778,  Lng: -122.313611),  Route carried "on" structure: City street 1140,  Year Built: 1931,  Status: Open,  Structure Length: 17.22m (56.50ft),  Average Daily Traffic: 13,000 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 26,000 (year 2040),  Features Intersected: AIRPORT WAY S, RR,  Facility Carried by Structure: S ALBRO PL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.22m (56.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $12,430,000,  Roadway Improvement Cost: $3,108,000,  Total Project Cost: $15,538,000 ( Estimate for 2031),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85352,  Location: S Lucile St & Airport Way (Lat: 47.553333,  Lng: -122.318889),  Route carried "on" structure: City street 1140,  Year Built: 1981,  Status: Open,  Structure Length: 15.45m (50.69ft),  Average Daily Traffic: 10,511 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,000 (year 2041),  Design Load: HS 20,  Features Intersected: RR TRACKS,  Facility Carried by Structure: S LUCILE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 70.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.45m (50.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $2,738,000,  Roadway Improvement Cost: $548,000,  Total Project Cost: $5,476,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 85358,  Location: 5200 Airport Way S (Lat: 47.555278,  Lng: -122.322222),  Route carried "on" structure: City street 1140,  Year Built: 1928,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 29.14m (95.60ft),  Average Daily Traffic: 17,000 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 21,800 (year 2038),  Design Load: HL 93,  Features Intersected: ARGO RR Yard,  Facility Carried by Structure: Airport Way S
Minimum Vertical Clearance: 6.20m (20.34ft),  Kilometerpoint: 9.656,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 13,  Number Of Approach Spans: 3,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 31.8 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: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: 45.63m (149.70ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Bridge Improvement Cost: $8,413,000,  Roadway Improvement Cost: $1,683,000,  Total Project Cost: $16,826,000 ( Estimate for 2018),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 85379,  Location: 26TH AVE E & INTERLAKEN (Lat: 47.633333,  Lng: -122.300000),  Route carried "on" structure: City street 1140,  Year Built: 1912,  Status: Posted for load,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 200 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 250 (year 2039),  Features Intersected: 26TH AVE E,  Facility Carried by Structure: E INTERLAKEN BLVD
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: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 3.0m (9.8ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.86m (6.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $976,000,  Roadway Improvement Cost: $976,000,  Total Project Cost: $1,952,000 ( Estimate for 2016)

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Structure Number: 85383,  Location: 1000 McGILVRA BLVD E (Lat: 47.628019,  Lng: -122.281300),  Route carried "on" structure: City street 1140,  Year Built: 1967,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 1,200 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,500 (year 2039),  Features Intersected: RAVINE,  Facility Carried by Structure: MCGILVRA BLVD E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 20,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 3.5m (11.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 40.8 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $273,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $410,000 ( Estimate for 2025),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85408,  Location: 1700 W Garfield St (Lat: 47.633486,  Lng: -122.386086),  Route carried "on" structure: City street 1140,  Year Built: 1929,  Status: Open,  Structure Length: 91.68m (300.79ft),  Average Daily Traffic: 20,000 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,000 (year 2037),  Features Intersected: MARINA PL, RR, RAVINE,  Facility Carried by Structure: W GARFIELD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 15,  Number Of Approach Spans: 50,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 22.7 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,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 91.68m (300.79ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2020,  Underwater Inspection Date: November 2020,  Bridge Improvement Cost: $3,000,000,  Roadway Improvement Cost: $1,000,000,  Total Project Cost: $5,000,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 85411,  Location: 1600 15th Ave W (Lat: 47.633333,  Lng: -122.400000),  Route carried "on" structure: City street 1140,  Year Built: 1957,  Status: Open,  Structure Length: 27.34m (89.70ft),  Average Daily Traffic: 18,400 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 22,865 (year 2040),  Design Load: HS 20,  Features Intersected: 15TH AVE W,  Facility Carried by Structure: W GARFIELD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 19,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 33.28m (109.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,509,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $2,264,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 85425,  Location: 8th Ave NW S/O NW Elford (Lat: 47.726389,  Lng: -122.366389),  Route carried "on" structure: City street 1140,  Year Built: 1950,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 1,250 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,540 (year 2038),  Features Intersected: RAVINE,  Facility Carried by Structure: 8TH AVE NW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.82m (19.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,903,000,  Roadway Improvement Cost: $581,000,  Total Project Cost: $5,806,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 85456,  Location: 1500 NW WOODBINE WAY (Lat: 47.708322,  Lng: -122.377008),  Route carried "on" structure: City street 1140,  Year Built: 1928,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,200 (year 2040),  Features Intersected: TRAIL - MARY AVE NW,  Facility Carried by Structure: NW WOODBINE WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Culverts: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $471,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $942,000 ( Estimate for 2014)

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Structure Number: 8548,  Location: 10411 15th Ave NE (Lat: 47.705556,  Lng: -122.312500),  Route carried "on" structure: City street 1140,  Year Built: 1949,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 15.30m (50.20ft),  Average Daily Traffic: 9,189 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,210 (year 2043),  Design Load: HL 93,  Features Intersected: THORNTON CR, RAVINE,  Facility Carried by Structure: 15TH 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: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 86.5 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: 52.8 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.30m (50.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,610,000,  Roadway Improvement Cost: $522,000,  Total Project Cost: $5,221,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85598,  Location: 45th Ave NE & NE 97th St (Lat: 47.698889,  Lng: -122.280000),  Route carried "on" structure: City street 1140,  Year Built: 1949,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 2,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,700 (year 2042),  Design Load: H 15,  Features Intersected: THORNTON CREEK,  Facility Carried by Structure: 45TH 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: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $806,000,  Roadway Improvement Cost: $161,000,  Total Project Cost: $1,611,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 85624,  Location: Holman Rd NW & 8th Ave NW (Lat: 47.699722,  Lng: -122.366111),  Route carried "on" structure: City street 1140,  Year Built: 1975,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 30,500 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 37,249 (year 2040),  Design Load: HS 20,  Features Intersected: 8TH AVE NW,  Facility Carried by Structure: HOLMAN RD NW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 177.028,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 66.2 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.57m (11.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,141,000,  Roadway Improvement Cost: $714,000,  Total Project Cost: $2,855,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85682,  Location: SW Nevada St & 28th Ave (Lat: 47.565389,  Lng: -122.367597),  Route carried "on" structure: City street 1140,  Year Built: 1988,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 325 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 400 (year 2037),  Design Load: HS 20,  Features Intersected: LONGFELLOW CREEK,  Facility Carried by Structure: SW NEVADA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 6.7m (22.0ft)

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 Factor (LF),  Inventory Rating: 84.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.82m (15.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,643,000,  Roadway Improvement Cost: $329,000,  Total Project Cost: $3,286,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 85786,  Location: S Jackson St WO 5th Ave S (Lat: 47.599167,  Lng: -122.328333),  Route carried "on" structure: City street 1140,  Year Built: 1987,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 26,700 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 30,000 (year 2043),  Design Load: HS 20,  Features Intersected: ST TUNNEL,  Facility Carried by Structure: S JACKSON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.430,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 5.5m (18.0ft),  Right: 4.9m (16.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.3 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.45m (14.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $6,570,000,  Roadway Improvement Cost: $6,570,000,  Total Project Cost: $13,140,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 85944,  Location: 1200 SW Spokane St (Lat: 47.571389,  Lng: -122.353611),  Route carried "on" structure: City street 1140,  Year Built: 1991,  Status: Open,  Structure Length: 25.48m (83.60ft),  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: W WATERWAY OF DUWAMISH,  Facility Carried by Structure: SW SPOKANE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.541,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 74.1m (243.1ft)),  Material/Design: Prestressed concrete,  Design/Construction: Movable - Swing,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 6,  Length of Maximum Span: 134.1m (440.0ft),  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: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very 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: 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: 25.48m (83.60ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Underwater Inspection Date: July 2017,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $6,019,000,  Roadway Improvement Cost: $1,204,000,  Total Project Cost: $12,038,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing