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

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Structure Number: 18549B,  Location: 5.4 N JCT SR 509 (Lat: 47.623142,  Lng: -122.344444),  Route carried "on" structure: Ramp State highway 99,  Year Built: 2017,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 1,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,486 (year 2039),  Design Load: HL 93,  Features Intersected: DETENTION VAULT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft)

Condition: Culverts: Very good,  Operating Rating: 59.0 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: 45.4 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.77m (5.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $383,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $766,000 ( Estimate for 2014)

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Structure Number: 18549C,  Location: 5.7 N JCT SR 509 (Lat: 47.624433,  Lng: -122.343769),  Route carried "on" structure: State highway 99,  Year Built: 2015,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 31,837 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 44,953 (year 2039),  Design Load: HL 93,  Features Intersected: MERCER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.593,  Lanes on structure: 7,  Lanes under structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 31.4m (103.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 35.8m (117.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.0 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: 45.0 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.93m (12.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,709,000,  Roadway Improvement Cost: $542,000,  Total Project Cost: $5,418,000 ( 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: 18625A,  Location: 0.7 E JCT SR 513 (Lat: 47.645181,  Lng: -122.299294),  Route carried "on" structure: State highway 520,  Year Built: 2017,  Status: Open,  Structure Length: 181.90m (596.78ft),  Average Daily Traffic: 24,928 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 35,198 (year 2039),  Design Load: HL 93,  Features Intersected: LAKE WASHINGTON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.899,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 14.3m (46.9ft), Horizontal Clearance: 43.9m (144.0ft)),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 41,  Number Of Approach Spans: 1,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 4.5m (14.8ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.8 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: 32.7 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: 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: 182.21m (597.80ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: September 2017,  Bridge Improvement Cost: $148,254,000,  Roadway Improvement Cost: $29,651,000,  Total Project Cost: $296,509,000 ( 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: 18625B,  Location: 0.1 E JCT SR 513 (Lat: 47.644667,  Lng: -122.302056),  Route carried "on" structure: City street 520,  Year Built: 2017,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 4,752 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,035 (year 2036),  Design Load: HL 93,  Features Intersected: SR 520,  Facility Carried by Structure: 24TH AVE E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 4.9m (16.1ft),  Right: 0.0m,  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 76.8 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: 59.3 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 desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2019,  Bridge Improvement Cost: $450,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $900,000 ( 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: 18921A,  Location: 4.3 N JCT SR 509 (Lat: 47.593194,  Lng: -122.335500),  Route carried "on" structure: Ramp State highway 99,  Year Built: 2019,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 13,058 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,000 (year 2040),  Design Load: HL 93,  Features Intersected: RAMP AND TERRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.3 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 desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.19m (39.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,560,000,  Roadway Improvement Cost: $512,000,  Total Project Cost: $5,120,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19074A,  Location: W END YESLER WAY (Lat: 47.602889,  Lng: -122.339417),  Route carried "on" structure: State highway 519,  Year Built: 2019,  Status: Open,  Structure Length: 19.35m (63.48ft),  Average Daily Traffic: 10,212 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,254 (year 2034),  Design Load: HL 93,  Features Intersected: PUGET SOUND @ SEATTLE,  Facility Carried by Structure: FERRY TRAFFIC
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 24,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 50.9 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: 39.2 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.35m (63.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $3,937,000,  Roadway Improvement Cost: $787,000,  Total Project Cost: $7,874,000 ( Estimate for 2014),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19074B,  Location: W END MARION STREET (Lat: 47.602889,  Lng: -122.339417),  Route carried "on" structure: State highway 519,  Year Built: 2019,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 12,000 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,254 (year 2034),  Design Load: HL 93,  Features Intersected: PUGET SOUND @ SEATTLE,  Facility Carried by Structure: FERRY TRAFIC
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 24,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 43.1 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: 36.0 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: 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: 6.31m (20.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,118,000,  Roadway Improvement Cost: $224,000,  Total Project Cost: $2,236,000 ( Estimate for 2014),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200411,  Location: 2.3 N JCT SR 520 (Lat: 47.678278,  Lng: -122.321056),  Route carried "on" structure: Interstate 5,  Year Built: 1963,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 78,308 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 110,570 (year 2039),  Features Intersected: FALLOUT SHELTER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 274.506,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Bridge Improvement Cost: $730,000,  Roadway Improvement Cost: $146,000,  Total Project Cost: $1,459,000 ( Estimate for 2014)

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Structure Number: 85041,  Location: Seattle Blvd EO 4th Ave S (Lat: 47.596111,  Lng: -122.328333),  Route carried "on" structure: City street 1140,  Year Built: 1910,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 22,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 28,000 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: SOUND TRANSIT TUNNEL,  Facility Carried by Structure: SEATTLE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 4.9m (16.1ft),  Right: 4.9m (16.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.75m (28.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,269,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $1,898,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85042,  Location: 12th Ave S & Dearborn St (Lat: 47.595833,  Lng: -122.317222),  Route carried "on" structure: City street 1140,  Year Built: 1917,  Status: Open,  Structure Length: 15.09m (49.51ft),  Average Daily Traffic: 22,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,000 (year 2040),  Features Intersected: DEARBORN ST,  Facility Carried by Structure: 12 AVE S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 3,  Length of Maximum Span: 52.1m (170.9ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 13.90m (45.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $14,820,000,  Roadway Improvement Cost: $14,820,000,  Total Project Cost: $29,640,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 85047,  Location: 4th Ave S & Yesler Way (Lat: 47.601667,  Lng: -122.328889),  Route carried "on" structure: City street 1140,  Year Built: 1909,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 8,000 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,000 (year 2038),  Design Load: HL 93,  Features Intersected: 4TH AVE S,  Facility Carried by Structure: YESLER WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 6.9m (22.6ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.8 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: 33.0 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $722,000,  Roadway Improvement Cost: $144,000,  Total Project Cost: $1,443,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 85048,  Location: S Jackson St EO 4th Ave S (Lat: 47.599197,  Lng: -122.328608),  Route carried "on" structure: City street 1140,  Year Built: 1910,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,000 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: Parking garage,  Facility Carried by Structure: S JACKSON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 4.9m (16.1ft),  Right: 5.5m (18.0ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 50.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.36m (14.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,630,000,  Roadway Improvement Cost: $326,000,  Total Project Cost: $3,260,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 85049,  Location: 5th Ave S & Yesler Way (Lat: 47.601667,  Lng: -122.327778),  Route carried "on" structure: City street 1140,  Year Built: 1912,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 7,215 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,802 (year 2040),  Design Load: HS 20,  Features Intersected: 5TH AVE S,  Facility Carried by Structure: YESLER WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Lanes under structure: 3,  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: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.41m (7.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,201,000,  Roadway Improvement Cost: $240,000,  Total Project Cost: $2,402,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8505,  Location: 4th Ave S & Jackson St (Lat: 47.597500,  Lng: -122.329167),  Route carried "on" structure: City street 1140,  Year Built: 1910,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 35.91m (117.81ft),  Average Daily Traffic: 13,500 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,470 (year 2039),  Design Load: H 20,  Features Intersected: RAILROAD STATION,  Facility Carried by Structure: 4TH AVE S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  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: 67,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 4.7m (15.4ft),  Right: 0.0m,  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present minimum criteria,  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: August 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

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Structure Number: 85051,  Location: 2nd Ave S & Jackson (Lat: 47.599167,  Lng: -122.329444),  Route carried "on" structure: City street 1140,  Year Built: 1928,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 13,700 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,714 (year 2039),  Design Load: HS 20,  Features Intersected: RAILROAD,  Facility Carried by Structure: 2 AVE EXTEN S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.34m (20.80ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Bridge Improvement Cost: $705,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $932,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 85053,  Location: 5th Ave S SO S Jackson St (Lat: 47.597778,  Lng: -122.327778),  Route carried "on" structure: City street 1140,  Year Built: 1910,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 28.65m (94.00ft),  Average Daily Traffic: 8,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,000 (year 2043),  Features Intersected: ST TUNNEL,  Facility Carried by Structure: 5TH AVE S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 38,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 28.65m (94.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $7,896,000,  Roadway Improvement Cost: $1,579,000,  Total Project Cost: $15,792,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85056,  Location: S Main St, 3rd - 4th Ave (Lat: 47.600000,  Lng: -122.329444),  Route carried "on" structure: City street 1140,  Year Built: 1982,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 2,300 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,500 (year 2043),  Design Load: HS 20,  Features Intersected: RR,  Facility Carried by Structure: S MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 6.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,144,000,  Roadway Improvement Cost: $229,000,  Total Project Cost: $2,288,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 85085,  Location: 5700 Phinney Ave N (Lat: 47.670556,  Lng: -122.354444),  Route carried "on" structure: City street 1140,  Year Built: 1900,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 12,400 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,500 (year 2043),  Design Load: HS 15,  Features Intersected: N 57TH ST,  Facility Carried by Structure: PHINNEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.624,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 3.9m (12.8ft),  Right: 3.9m (12.8ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.2 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,064,000,  Roadway Improvement Cost: $516,000,  Total Project Cost: $2,580,000 ( Estimate for 2031),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85117,  Location: 15th Ave NE & NE 62nd St (Lat: 47.673333,  Lng: -122.311944),  Route carried "on" structure: City street 1140,  Year Built: 1936,  Status: Posted for load,  Structure Length: 10.91m (35.79ft),  Average Daily Traffic: 12,100 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,000 (year 2038),  Design Load: H 20,  Features Intersected: COWEN PARK, 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: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  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: 0.1 - 9.9% below),  Length Of Structure Improvement: 10.91m (35.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $3,150,000,  Roadway Improvement Cost: $630,000,  Total Project Cost: $6,301,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 8513,  Location: NE 45th St & 25th Ave NE (Lat: 47.661111,  Lng: -122.301111),  Route carried "on" structure: City street 1140,  Year Built: 1938,  Year Reconstructed: 1956,  Status: Open,  Structure Length: 22.25m (73.00ft),  Average Daily Traffic: 18,000 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 31,600 (year 2038),  Design Load: H 15,  Features Intersected: 25TH AVE NE,  Facility Carried by Structure: NE 45TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 151.600,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 70.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 22.25m (73.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $16,425,000,  Roadway Improvement Cost: $16,425,000,  Total Project Cost: $32,850,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 85131,  Location: NE 45th St & 25th Ave NE (Lat: 47.661242,  Lng: -122.299431),  Route carried "on" structure: City street 1140,  Year Built: 1976,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 25,001 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 31,600 (year 2038),  Design Load: HS 20,  Features Intersected: 25TH AVE NE,  Facility Carried by Structure: NE 45TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 151.439,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.60m (28.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $740,000,  Roadway Improvement Cost: $670,000,  Total Project Cost: $1,410,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 85143,  Location: 5500 SW Admiral Way (Lat: 47.577222,  Lng: -122.403333),  Route carried "on" structure: City street 1140,  Year Built: 1935,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 12,500 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,000 (year 2040),  Features Intersected: SCHMITZ BLVD, RAVINE,  Facility Carried by Structure: SW ADMIRAL WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.3m (174.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.64m (18.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,812,000,  Roadway Improvement Cost: $562,000,  Total Project Cost: $5,624,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 85148,  Location: NW 57th Pl & NW 57th St (Lat: 47.670556,  Lng: -122.403611),  Route carried "on" structure: City street 1140,  Year Built: 1986,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 730 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 830 (year 2039),  Design Load: HS 20,  Features Intersected: RR TRACK,  Facility Carried by Structure: NW 57TH 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),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,900,000,  Roadway Improvement Cost: $380,000,  Total Project Cost: $3,800,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 85166,  Location: Fairmount Ave SW (Lat: 47.581111,  Lng: -122.382222),  Route carried "on" structure: City street 1140,  Year Built: 1949,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 32,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 48,000 (year 2040),  Design Load: H 20,  Features Intersected: RAVINE, FAIRMOUNT AVE,  Facility Carried by Structure: SW ADMIRAL WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.681,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  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: 5,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.08m (29.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $429,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $644,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85167,  Location: 4001 SW ADMIRAL WAY (Lat: 47.581197,  Lng: -122.382258),  Route carried "on" structure: City street 1140,  Year Built: 1927,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 31,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 45,000 (year 2040),  Design Load: HS 20,  Features Intersected: RAVINE, FAIRMOUNT AVE,  Facility Carried by Structure: SW ADMIRAL WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.520,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.84m (29.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,624,000,  Roadway Improvement Cost: $325,000,  Total Project Cost: $3,248,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85175,  Location: 15th Ave NW & NW Leary Wy (Lat: 47.663667,  Lng: -122.376250),  Route carried "on" structure: City street 1140,  Year Built: 1957,  Status: Open,  Structure Length: 10.64m (34.91ft),  Average Daily Traffic: 60,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 110,000 (year 2040),  Design Load: HS 20,  Features Intersected: NW LEARY WAY,  Facility Carried by Structure: 15TH AVE NW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 230.136,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Fair,  Superstructure: Good,  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 replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.64m (34.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $6,840,000,  Roadway Improvement Cost: $1,710,000,  Total Project Cost: $8,550,000 ( Estimate for 2041),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 85177,  Location: 4300 15th Ave W (Lat: 47.659833,  Lng: -122.376122),  Route carried "on" structure: City street 1140,  Year Built: 1940,  Status: Open,  Structure Length: 17.95m (58.89ft),  Average Daily Traffic: 49,500 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 75,000 (year 2040),  Design Load: H 20,  Features Intersected: SHILSHOLE AVE NW,,  Facility Carried by Structure: 15TH AVE W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.348,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 41.7 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.95m (58.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $5,183,000,  Roadway Improvement Cost: $1,037,000,  Total Project Cost: $10,366,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85178,  Location: 4300 15th Ave W (Lat: 47.659833,  Lng: -122.376122),  Route carried "on" structure: City street 1140,  Year Built: 1940,  Status: Open,  Structure Length: 60.90m (199.80ft),  Average Daily Traffic: 49,500 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 83,600 (year 2040),  Design Load: H 20,  Features Intersected: SHIP CANAL, RR,  Facility Carried by Structure: 15TH AVE W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.509,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 18,  Number Of Approach Spans: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 63.5 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 60.90m (199.80ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: September 2020,  Underwater Inspection Date: April 2021,  Bridge Improvement Cost: $17,582,000,  Roadway Improvement Cost: $3,516,000,  Total Project Cost: $35,165,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85179,  Location: 4300 15th Ave W (Lat: 47.659833,  Lng: -122.376122),  Route carried "on" structure: City street 1140,  Year Built: 1917,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 60,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 80,000 (year 2040),  Design Load: H 20,  Features Intersected: SHIP CANAL,  Facility Carried by Structure: 15TH AVE W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.670,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Navigation Control: Yes ( Vertical Clearance: 14.0m (45.9ft), Horizontal Clearance: 45.7m (149.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 66.4m (217.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 26.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 20.4 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: Somewhat better than minimum adequacy,  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: 9.30m (30.51ft),  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: April 2020,  Critical Feature Inspection Date: July 2020,  Underwater Inspection Date: April 2021,  Other Special Inspection Date: May 2020,  Bridge Improvement Cost: $7,564,000,  Roadway Improvement Cost: $1,513,000,  Total Project Cost: $15,128,000 ( Estimate for 2014),  Deck Structure Type: Open Grating

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Structure Number: 85192,  Location: FAUNTLEROY WAY & 35TH AVE (Lat: 47.570936,  Lng: -122.372014),  Route carried "on" structure: City street 1140,  Year Built: 1963,  Status: Open,  Structure Length: 95.19m (312.30ft),  Average Daily Traffic: 54,000 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 65,000 (year 2039),  Design Load: HS 20,  Features Intersected: ADMIRAL WAY, AVALON WAY,  Facility Carried by Structure: FAUNTLEROY WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 35 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 38,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 95.19m (312.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $36,227,000,  Roadway Improvement Cost: $7,245,000,  Total Project Cost: $72,454,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 85193,  Location: 1500 W Emerson St (Lat: 47.653889,  Lng: -122.377500),  Route carried "on" structure: City street 1140,  Year Built: 1949,  Status: Open,  Structure Length: 20.36m (66.80ft),  Average Daily Traffic: 19,800 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,000 (year 2038),  Design Load: HS 20,  Features Intersected: RR TRACKS, ALLEY,  Facility Carried by Structure: W EMERSON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Number Of Approach Spans: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.36m (66.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,200,000,  Roadway Improvement Cost: $233,000,  Total Project Cost: $1,433,000 ( Estimate for 2030),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 85197,  Location: W Emerson St /15th Ave W (Lat: 47.653056,  Lng: -122.376389),  Route carried "on" structure: City street 1140,  Year Built: 1959,  Status: Open,  Structure Length: 21.09m (69.19ft),  Average Daily Traffic: 17,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,000 (year 2040),  Design Load: H 20,  Features Intersected: 15TH AVE W,  Facility Carried by Structure: W EMERSON 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: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 12,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 29.9 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 21.09m (69.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $11,072,000,  Roadway Improvement Cost: $2,768,000,  Total Project Cost: $13,840,000 ( Estimate for 2041),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 85198,  Location: W Dravus St & 15th Ave W (Lat: 47.648611,  Lng: -122.376389),  Route carried "on" structure: City street 1140,  Year Built: 1959,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 21,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,000 (year 2040),  Design Load: HS 20,  Features Intersected: 15TH AVE W,  Facility Carried by Structure: W DRAVUS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 25.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.84m (12.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,125,000,  Roadway Improvement Cost: $625,000,  Total Project Cost: $6,250,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 85218,  Location: W EMERSON PL & GILMAN AVE (Lat: 47.656111,  Lng: -122.385833),  Route carried "on" structure: City street 1140,  Year Built: 1986,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 21,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,000 (year 2039),  Design Load: HS 20,  Features Intersected: RAILROAD,  Facility Carried by Structure: W EMERSON PL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.9m (121.1ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 0.0m,  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,050,000,  Roadway Improvement Cost: $210,000,  Total Project Cost: $2,100,000 ( 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: 85222,  Location: 1800 W DRAVUS ST (Lat: 47.648611,  Lng: -122.380833),  Route carried "on" structure: City street 1140,  Year Built: 1935,  Status: Open,  Structure Length: 12.68m (41.60ft),  Average Daily Traffic: 26,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 28,000 (year 2040),  Design Load: H 20,  Features Intersected: RAILROAD YARDS,  Facility Carried by Structure: W DRAVUS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 4,  Owner: Railroad,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 30.8 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.68m (41.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,008,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,512,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete