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

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Structure Number: 7967C,  Location: JCT SR 99 (Lat: 47.497889,  Lng: -122.295889),  Route carried "on" structure: Ramp State highway 99,  Year Built: 1966,  Status: Posted for load,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 1,262 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,781 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: S 116TH WAY,  Facility Carried by Structure: S-S RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.435,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 15.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 12.0 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: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 5.97m (19.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,098,000,  Roadway Improvement Cost: $220,000,  Total Project Cost: $2,195,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 7967D,  Location: 1.8 N JCT I-5 (Lat: 47.497778,  Lng: -122.294972),  Route carried "on" structure: State highway 99,  Year Built: 1966,  Status: Posted for load,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 18,669 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 26,360 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: TUKWILA INT'L BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.967,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 19.8 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: 15.2 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: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  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: 7.19m (23.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,982,000,  Roadway Improvement Cost: $396,000,  Total Project Cost: $3,965,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 8103A,  Location: 0.6 N JCT I-5 (Lat: 47.488917,  Lng: -122.280111),  Route carried "on" structure: State highway 599,  Year Built: 1968,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 24,924 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 35,192 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: 42ND AVE S / MACADAM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.046,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.13m (23.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,872,000,  Roadway Improvement Cost: $374,000,  Total Project Cost: $3,744,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8103B,  Location: 0.6 N JCT I-5 (Lat: 47.488667,  Lng: -122.280167),  Route carried "on" structure: State highway 599,  Year Built: 1968,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 24,924 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 35,192 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: 42ND AVE S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.046,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.71m (22.01ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018,  Bridge Improvement Cost: $1,672,000,  Roadway Improvement Cost: $334,000,  Total Project Cost: $3,344,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8103C,  Location: 1.4 N JCT I-5 (Lat: 47.497164,  Lng: -122.287083),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 5,600 (year 2002),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,789 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: SR 599,  Facility Carried by Structure: E MARGINAL WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.32m (24.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $2,112,000,  Roadway Improvement Cost: $422,000,  Total Project Cost: $4,224,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 13354A,  Location: 0.8 N JCT I-5 (Lat: 47.462889,  Lng: -122.249667),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 12,000 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,368 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-405,  Facility Carried by Structure: 66TH AVE S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.617,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.25m (20.51ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2018,  Bridge Improvement Cost: $2,624,000,  Roadway Improvement Cost: $525,000,  Total Project Cost: $5,248,000 ( 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: 14269A,  Location: 0.9 N JCT I-5 (Lat: 47.463861,  Lng: -122.247556),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 1994,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 7,257 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,246 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: SOUTHCENTER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 75.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.64m (18.50ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,332,000,  Roadway Improvement Cost: $266,000,  Total Project Cost: $2,664,000 ( 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: 14269B,  Location: 0.9 N JCT I-5 (Lat: 47.463972,  Lng: -122.247139),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 1994,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 9,236 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,041 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: SOUTHCENTER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.00m (19.69ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,024,000,  Roadway Improvement Cost: $205,000,  Total Project Cost: $2,049,000 ( 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: 14269C,  Location: 0.1 N I-405 (Lat: 47.464889,  Lng: -122.248222),  Route carried "on" structure: Ramp Interstate 405,  Year Built: 1994,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 7,257 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,246 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: GREEN RIVER,  Facility Carried by Structure: RAMP ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.07m (23.20ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2018,  Bridge Improvement Cost: $3,619,000,  Roadway Improvement Cost: $724,000,  Total Project Cost: $7,238,000 ( 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: 14269D,  Location: 0.12 MI E INTRURBAN AVE S (Lat: 47.463636,  Lng: -122.248781),  Route carried "on" structure: City street 1147,  Year Built: 1994,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 10,616 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 29,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: GREEN RIVER,  Facility Carried by Structure: SOUTHCENTER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.1 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.47m (24.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $3,136,000,  Roadway Improvement Cost: $627,000,  Total Project Cost: $6,272,000 ( 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: 14543A,  Location: 0.1 N JCT SR 599 (Lat: 47.483417,  Lng: -122.270722),  Route carried "on" structure: Interstate 5,  Year Built: 1996,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 10,699 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,106 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: INTERURBAN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 51.5 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: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable 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: 4.82m (15.81ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Bridge Improvement Cost: $885,000,  Roadway Improvement Cost: $177,000,  Total Project Cost: $1,770,000 ( 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: 14621A,  Location: JCT I-405 (Lat: 47.457444,  Lng: -122.263917),  Route carried "on" structure: Interstate 5,  Year Built: 1996,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 7,078 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,994 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: KLICKITAT DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.756,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.21m (17.09ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $958,000,  Roadway Improvement Cost: $192,000,  Total Project Cost: $1,915,000 ( 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: 14621B,  Location: 5.2 N JCT SR 516 (Lat: 47.461083,  Lng: -122.263917),  Route carried "on" structure: Interstate 5,  Year Built: 1996,  Status: Open,  Structure Length: 27.25m (89.40ft),  Average Daily Traffic: 7,295 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 10,300 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: I-405 NB, RAMPS
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.25m (89.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $9,655,000,  Roadway Improvement Cost: $1,931,000,  Total Project Cost: $19,310,000 ( 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: 14621C,  Location: JCT I-405 & SR 518 (Lat: 47.464806,  Lng: -122.266222),  Route carried "on" structure: Interstate 5,  Year Built: 1996,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 7,295 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 10,300 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: SOUTHCENTER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  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-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $728,000,  Roadway Improvement Cost: $146,000,  Total Project Cost: $1,456,000 ( 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: 14812A,  Location: 5.0 N JCT SR 516 (Lat: 47.458111,  Lng: -122.264583),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1998,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 20,073 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 28,343 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: KLICKITAT DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.612,  Lanes on structure: 3,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.27m (14.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,400,000,  Roadway Improvement Cost: $280,000,  Total Project Cost: $2,800,000 ( 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: 79968,  Location: 0.5 MI E OF I-5 (Lat: 47.509531,  Lng: -122.271472),  Route carried "on" structure: City street 1203,  Year Built: 1971,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 500 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 550 (year 2039),  Design Load: HS 20,  Features Intersected: SO RYAN WY,  Facility Carried by Structure: BEACON AVE S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 29.8 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: 23.0 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.44m (8.01ft),  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: $1,216,000,  Roadway Improvement Cost: $243,000,  Total Project Cost: $2,432,000 ( Estimate for 2014),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 80018,  Location: 0.2 W E MARGINAL WY (Lat: 47.507483,  Lng: -122.287006),  Route carried "on" structure: City street 1380,  Year Built: 1952,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 40,000 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 43,000 (year 2040),  Design Load: H 20,  Features Intersected: AIRPORT WAY BAR RAMP,  Facility Carried by Structure: S BOEING ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 5,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 26.2 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: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.85m (19.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $5,683,000,  Roadway Improvement Cost: $1,137,000,  Total Project Cost: $11,366,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Bituminous

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Structure Number: 80025,  Location: 0.3 MI W OF E MARGINAL WY (Lat: 47.507611,  Lng: -122.284528),  Route carried "on" structure: City street 1380,  Year Built: 1945,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 10.27m (33.69ft),  Average Daily Traffic: 40,000 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 44,000 (year 2041),  Design Load: H 15,  Features Intersected: BNRR,  Facility Carried by Structure: S BOEING ACCESS RD
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: 21.0m (68.9ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 27.2 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 replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.58m (34.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $11,937,000,  Roadway Improvement Cost: $2,387,000,  Total Project Cost: $23,874,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Other

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Structure Number: 81097,  Location: 0.04 MI E OF SR-599 (Lat: 47.489750,  Lng: -122.280278),  Route carried "on" structure: City street 1037,  Year Built: 1949,  Status: Closed,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 10,300 (year 2018),  Truck Traffic: 30%,  Average Future Daily Traffic: 12,000 (year 2038),  Design Load: H 20,  Features Intersected: DUWAMISH RIVER,  Facility Carried by Structure: 42ND AVE SO
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 67.1m (220.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  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: 30.0 - 39.9% below),  Length Of Structure Improvement: 8.96m (29.40ft),  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: $4,469,000,  Roadway Improvement Cost: $894,000,  Total Project Cost: $8,938,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 81102,  Location: 0.14 N JCT INTERURBAN AVE (Lat: 47.500219,  Lng: -122.288128),  Route carried "on" structure: City street 90705,  Year Built: 1989,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 13,000 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 14,500 (year 2039),  Design Load: H 20,  Features Intersected: DUWAMISH RIVER,  Facility Carried by Structure: EAST MARGINAL WAY
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: 14.6m (47.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 53.6m (175.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.60m (28.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $5,640,000,  Roadway Improvement Cost: $1,128,000,  Total Project Cost: $11,280,000 ( 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: 81662,  Location: 0.1E INTERURBAN AVE (Lat: 47.482500,  Lng: -122.267444),  Route carried "on" structure: City street 1427,  Year Built: 1985,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 2,850 (year 2019),  Truck Traffic: 30%,  Average Future Daily Traffic: 3,100 (year 2039),  Design Load: HS 15,  Features Intersected: DUWAMISH RIVER,  Facility Carried by Structure: 56TH AVE SO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.4m (149.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.44m (24.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,464,000,  Roadway Improvement Cost: $293,000,  Total Project Cost: $2,928,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 83283,  Location: 0.1 MI NW FORT DENT WAY (Lat: 47.468025,  Lng: -122.248950),  Route carried "on" structure: Spur County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 1,115 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,600 (year 2038),  Design Load: HS 20,  Features Intersected: GREEN RIVER,  Facility Carried by Structure: STARFIRE WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.4 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.49m (21.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $3,238,000,  Roadway Improvement Cost: $648,000,  Total Project Cost: $6,475,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 85436,  Location: 0.1 MI E OF INTERURBAN (Lat: 47.464686,  Lng: -122.243864),  Route carried "on" structure: City street 1288,  Year Built: 1986,  Status: Open,  Structure Length: 36.73m (120.51ft),  Average Daily Traffic: 26,000 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 28,000 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: UPRR & BNRR,  Facility Carried by Structure: GRADY WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.012,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 67.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.9 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: 37.03m (121.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $30,132,000,  Roadway Improvement Cost: $6,026,000,  Total Project Cost: $60,264,000 ( 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: 85444,  Location: 0.1 MI W OF SR-181 (Lat: 47.456083,  Lng: -122.246167),  Route carried "on" structure: City street 1276,  Year Built: 1973,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 18,900 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,000 (year 2038),  Design Load: HS 20,  Features Intersected: GREEN RIVER,  Facility Carried by Structure: STRANDER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 39.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 23.7 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 6.58m (21.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $5,357,000,  Roadway Improvement Cost: $1,071,000,  Total Project Cost: $10,714,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 85614,  Location: 0.1 MI W JCT SR-181 (Lat: 47.441250,  Lng: -122.246639),  Route carried "on" structure: City street 1274,  Year Built: 1968,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 36,000 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 39,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: GREEN RIVER,  Facility Carried by Structure: S 180TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present 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: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $6,880,000,  Roadway Improvement Cost: $1,376,000,  Total Project Cost: $13,760,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 86345,  Location: 0.06 MI N SR-518 UC BR (Lat: 47.465114,  Lng: -122.270600),  Route carried "on" structure: City street 1037,  Year Built: 1996,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 4,180 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,600 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: SOUTHCENTER BLVD,  Facility Carried by Structure: 51ST AVE SOUTH
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 71.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.77m (22.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,421,000,  Roadway Improvement Cost: $284,000,  Total Project Cost: $2,842,000 ( 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: 86515,  Location: 0.1 MI N JCT SR599 & SR99 (Lat: 47.499917,  Lng: -122.294722),  Route carried "on" structure: City street 90553,  Year Built: 2000,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 30,300 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 44,100 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: DUWAMISH RIVER,  Facility Carried by Structure: PACIFIC HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 65.5m (214.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.7 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.74m (22.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,917,000,  Roadway Improvement Cost: $583,000,  Total Project Cost: $5,834,000 ( 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: 86742,  Location: 0.3 S JCT SR599 (Lat: 47.484711,  Lng: -122.280178),  Route carried "on" structure: City street 1037,  Year Built: 1997,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 3,600 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,000 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: S 133RD,  Facility Carried by Structure: MACADAM ROAD S.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.26m (7.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,125,000,  Roadway Improvement Cost: $225,000,  Total Project Cost: $2,250,000 ( 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: 88536,  Location: AT SOUTHCENTER PARKWAY (Lat: 47.457489,  Lng: -122.262647),  Route carried "on" structure: City street 1037,  Year Built: 2012,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 14,024 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,426 (year 2038),  Design Load: HL 93,  Features Intersected: SB SOUTHCENTER PKWY,  Facility Carried by Structure: KLICKITAT DRIVE
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: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $174,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $347,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6968A,  Location: 0.3 N JCT I-5 (Lat: 47.462972,  Lng: -122.258222),  Route carried "under" structure: Interstate 405,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 112,275 (year 2019),  Truck Traffic: 6%,  Features Intersected: I-405,  Facility Carried by Structure: 61ST AVE S
Minimum Vertical Clearance: 6.53m (21.42ft),  Kilometerpoint: 0.547,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 7046A,  Location: 1.9 E JCT SR 509 (Lat: 47.463028,  Lng: -122.290111),  Route carried "under" structure: State highway 518,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 56,636 (year 2019),  Truck Traffic: 2%,  Features Intersected: SR 518 RIVERTON HTS,  Facility Carried by Structure: SR 99
Minimum Vertical Clearance: 6.05m (19.85ft),  Kilometerpoint: 4.007,  Lanes on structure: 6,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 7249D,  Location: 5.5 N JCT SR 516 (Lat: 47.463694,  Lng: -122.245944),  Route carried "under" structure: State highway 181,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 34,252 (year 2019),  Truck Traffic: 9%,  Features Intersected: SR 181,  Facility Carried by Structure: I-405
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 18.298,  Lanes on structure: 10,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 7401C,  Location: 5.0 N JCT SR 516 (Lat: 47.457667,  Lng: -122.263806),  Route carried "under" structure: Interstate 5,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 122,661 (year 2019),  Truck Traffic: 8%,  Features Intersected: I-5,  Facility Carried by Structure: KLICKITAT DR
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 248.032,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 7401E,  Location: 0.1 N JCT I-5 (Lat: 47.461472,  Lng: -122.263583),  Route carried "under" structure: Interstate 405,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 38,008 (year 2019),  Truck Traffic: 6%,  Features Intersected: I-405 NB / SR 518 EB,  Facility Carried by Structure: I-5
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.113,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 7401F,  Location: JCT I-5 (Lat: 47.461222,  Lng: -122.265056),  Route carried "under" structure: Interstate 405,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 38,008 (year 2019),  Truck Traffic: 6%,  Features Intersected: I-405 NB / SR 518 EB,  Facility Carried by Structure: I-5
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.001,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 7401G,  Location: 1.1 E JCT SR 99 (Lat: 47.462278,  Lng: -122.265528),  Route carried "under" structure: Ramp State highway 518,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 15,652 (year 2019),  Truck Traffic: 9%,  Features Intersected: E-N RAMP,  Facility Carried by Structure: I-5
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 0.370,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 7401H,  Location: 0.1 N JCT I-5 (Lat: 47.461806,  Lng: -122.262778),  Route carried "under" structure: Interstate 405,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 56,138 (year 2019),  Truck Traffic: 6%,  Features Intersected: I-405, E-N, S-N RAMPS,  Facility Carried by Structure: N-W RAMP
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 0.193,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 7401I,  Location: 1.1 E JCT SR 99 (Lat: 47.462472,  Lng: -122.265333),  Route carried "under" structure: Ramp State highway 518,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 15,652 (year 2019),  Truck Traffic: 5%,  Features Intersected: RAMP SR 518 TO I-5,  Facility Carried by Structure: RAMP I-5 TO I-405
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 7401J,  Location: 5.2 N JCT SR 516 (Lat: 47.462667,  Lng: -122.266167),  Route carried "under" structure: Interstate 5,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 245,321 (year 2019),  Truck Traffic: 8%,  Features Intersected: I-5
Minimum Vertical Clearance: 6.35m (20.83ft),  Kilometerpoint: 248.676,  Lanes on structure: 3,  Lanes under structure: 14,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 7401K,  Location: 1.0 E JCT SR 99 (Lat: 47.463111,  Lng: -122.270361),  Route carried "under" structure: State highway 518,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 119,515 (year 2019),  Truck Traffic: 2%,  Features Intersected: SR 518,  Facility Carried by Structure: 51ST AVE S
Minimum Vertical Clearance: 9.07m (29.76ft),  Kilometerpoint: 5.649,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 7459A,  Location: 3.3 N JCT SR 516 (Lat: 47.434167,  Lng: -122.271222),  Route carried "under" structure: Ramp Interstate 5,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 3,970 (year 2019),  Truck Traffic: 5%,  Features Intersected: S-W RAMP TO S 188TH ST,  Facility Carried by Structure: MILITARY ROAD
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 7618A,  Location: 0.9 N JCT I-405 (Lat: 47.474167,  Lng: -122.270167),  Route carried "under" structure: Interstate 5,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 254,510 (year 2019),  Truck Traffic: 8%,  Features Intersected: I-5, SOUND TRANSIT RR,  Facility Carried by Structure: S 144TH ST
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 249.963,  Lanes on structure: 2,  Lanes under structure: 13,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 7618B,  Location: 1.5 N JCT I-405 (Lat: 47.481944,  Lng: -122.271028),  Route carried "under" structure: Interstate 5,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 182,777 (year 2019),  Truck Traffic: 8%,  Features Intersected: I-5, HOV LANE
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 250.961,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 7618C,  Location: 0.1 N JCT SR 599 (Lat: 47.483333,  Lng: -122.270528),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 17,498 (year 2014),  Truck Traffic: 5%,  Features Intersected: INTERURBAN AVE,  Facility Carried by Structure: I-5
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.113,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 7618D,  Location: 0.1 N JCT SR 599 (Lat: 47.483583,  Lng: -122.270972),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 20,516 (year 2014),  Truck Traffic: 1%,  Features Intersected: INTERURBAN AVE,  Facility Carried by Structure: I-5
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.064,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)