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

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Structure Number: 965C,  Location: 6.6 N JCT I-5 (Lat: 48.037167,  Lng: -122.182167),  Route carried "on" structure: State highway 529,  Year Built: 1927,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 26.00m (85.30ft),  Average Daily Traffic: 16,795 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 24,319 (year 2039),  Design Load: H 20,  Features Intersected: STEAMBOAT SLOUGH
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 8.723,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 30.5m (100.1ft)),  Material/Design: Steel,  Design/Construction: Movable - Swing,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 7,  Length of Maximum Span: 54.9m (180.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 26.00m (85.30ft),  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: July 2021,  Critical Feature Inspection Date: July 2021,  Underwater Inspection Date: July 2020,  Other Special Inspection Date: July 2021,  Bridge Improvement Cost: $6,312,000,  Roadway Improvement Cost: $1,262,000,  Total Project Cost: $12,624,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 4178A,  Location: 5.3 N JCT US 2 (Lat: 48.051706,  Lng: -122.184739),  Route carried "on" structure: Interstate 5,  Year Built: 1952,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 65,189 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 94,393 (year 2039),  Design Load: HS 20,  Features Intersected: SR 528 4TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 320.436,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.3 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: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.78m (12.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,389,000,  Roadway Improvement Cost: $278,000,  Total Project Cost: $2,778,000 ( 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: 4196A,  Location: 4.7 N JCT US 2 (Lat: 48.043389,  Lng: -122.180861),  Route carried "on" structure: Interstate 5,  Year Built: 1954,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 58.52m (191.99ft),  Average Daily Traffic: 66,056 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 95,649 (year 2039),  Design Load: HS 20,  Features Intersected: EBEY SL / SR 529 / RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 319.471,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 25,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 58.52m (191.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Underwater Inspection Date: July 2020,  Other Special Inspection Date: October 2020,  Bridge Improvement Cost: $20,736,000,  Roadway Improvement Cost: $4,147,000,  Total Project Cost: $41,472,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4352A,  Location: 0.9 N JCT SR 528 (Lat: 48.064667,  Lng: -122.184778),  Route carried "on" structure: Interstate 5,  Year Built: 1953,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 72,777 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 105,381 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: QUILCEDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 321.949,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.41m (11.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,210,000,  Roadway Improvement Cost: $242,000,  Total Project Cost: $2,419,000 ( 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: 8226D,  Location: 4.1 N JCT US 2 (Lat: 48.035000,  Lng: -122.177861),  Route carried "on" structure: Interstate 5,  Year Built: 1968,  Status: Open,  Structure Length: 31.27m (102.59ft),  Average Daily Traffic: 66,056 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 95,649 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: STEAMBOAT SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 318.489,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Navigation Control: Yes ( Vertical Clearance: 12.2m (40.0ft), Horizontal Clearance: 30.5m (100.1ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 36.9m (121.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.1 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: 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 31.27m (102.59ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2020,  Underwater Inspection Date: July 2020,  Bridge Improvement Cost: $11,491,000,  Roadway Improvement Cost: $2,298,000,  Total Project Cost: $22,982,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8226E,  Location: 4.1 N JCT US 2 (Lat: 48.034944,  Lng: -122.177972),  Route carried "on" structure: Interstate 5,  Year Built: 1968,  Status: Open,  Structure Length: 31.27m (102.59ft),  Average Daily Traffic: 66,056 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 95,649 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: STEAMBOAT SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 318.489,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Navigation Control: Yes ( Vertical Clearance: 12.2m (40.0ft), Horizontal Clearance: 35.7m (117.1ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 36.9m (121.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.1 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: 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 31.27m (102.59ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2020,  Underwater Inspection Date: July 2020,  Bridge Improvement Cost: $11,491,000,  Roadway Improvement Cost: $2,298,000,  Total Project Cost: $22,982,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8372A,  Location: 4.4 N JCT US 2 (Lat: 48.040139,  Lng: -122.179000),  Route carried "on" structure: Interstate 5,  Year Built: 1968,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 66,056 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 95,649 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: SR 529 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 319.085,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 17.5 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: 13.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.47m (24.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $2,842,000,  Roadway Improvement Cost: $568,000,  Total Project Cost: $5,684,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8372B,  Location: 4.4 N JCT US 2 (Lat: 48.040000,  Lng: -122.179167),  Route carried "on" structure: Interstate 5,  Year Built: 1968,  Status: Posted for load,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 66,056 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 95,649 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: SR 529 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 319.085,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 15.9 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: 12.3 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: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 6.98m (22.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $2,656,000,  Roadway Improvement Cost: $531,000,  Total Project Cost: $5,313,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8400A,  Location: 4.6 N JCT US 2 (Lat: 48.043306,  Lng: -122.180528),  Route carried "on" structure: Interstate 5,  Year Built: 1969,  Status: Open,  Structure Length: 62.85m (206.20ft),  Average Daily Traffic: 66,056 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 95,649 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: SR529,RR,EBEY SL,60TH PL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 319.455,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Navigation Control: Yes ( Vertical Clearance: 12.5m (41.0ft), Horizontal Clearance: 33.5m (109.9ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  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: 18.3m (60.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 19.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 14.9 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: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 62.85m (206.20ft),  Designated Inspection Frequency: Every 48 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2018,  Underwater Inspection Date: July 2020,  Bridge Improvement Cost: $26,394,000,  Roadway Improvement Cost: $5,279,000,  Total Project Cost: $52,787,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8632B,  Location: 5.0 N JCT SR 528 (Lat: 48.123806,  Lng: -122.185111),  Route carried "on" structure: Interstate 5,  Year Built: 1970,  Status: Open,  Structure Length: 12.83m (42.09ft),  Average Daily Traffic: 58,063 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 84,075 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 328.499,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.8m (137.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 23.3 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: 17.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.83m (42.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $4,800,000,  Roadway Improvement Cost: $960,000,  Total Project Cost: $9,599,000 ( 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: 8632C,  Location: 5.0 N JCT SR 528 (Lat: 48.124333,  Lng: -122.185417),  Route carried "on" structure: Interstate 5,  Year Built: 1970,  Status: Open,  Structure Length: 12.83m (42.09ft),  Average Daily Traffic: 58,063 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 84,075 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 328.531,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.8m (137.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 23.3 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: 17.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  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: 12.83m (42.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $4,800,000,  Roadway Improvement Cost: $960,000,  Total Project Cost: $9,599,000 ( 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: 8753A,  Location: 5.3 N JCT US 2 (Lat: 48.051750,  Lng: -122.184417),  Route carried "on" structure: Interstate 5,  Year Built: 1971,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 65,189 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 94,393 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: SR 528 4TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 320.436,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 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: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.78m (12.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,339,000,  Roadway Improvement Cost: $268,000,  Total Project Cost: $2,678,000 ( 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: 8753B,  Location: 0.9 N JCT SR 528 (Lat: 48.065111,  Lng: -122.185056),  Route carried "on" structure: Interstate 5,  Year Built: 1971,  Status: Open,  Structure Length: 21.70m (71.19ft),  Average Daily Traffic: 72,777 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 105,381 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: QUILCEDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 321.933,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 31,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 39.9 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: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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,  Length Of Structure Improvement: 21.70m (71.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $7,974,000,  Roadway Improvement Cost: $1,595,000,  Total Project Cost: $15,949,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 13188A,  Location: 0.5 E JCT SR 529 (Lat: 48.051753,  Lng: -122.164381),  Route carried "on" structure: State highway 528,  Year Built: 1988,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 22,340 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 32,348 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: ALLEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.513,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 67.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $960,000,  Roadway Improvement Cost: $192,000,  Total Project Cost: $1,920,000 ( Estimate for 2014),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 14655A,  Location: 1.6 N JCT SR 528 (Lat: 48.075692,  Lng: -122.185297),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 26,682 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 43,332 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: I-5,  Facility Carried by Structure: 88TH ST NE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.55m (21.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,838,000,  Roadway Improvement Cost: $568,000,  Total Project Cost: $5,676,000 ( 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: 14655B,  Location: 1.6 N JCT SR 528 (Lat: 48.075583,  Lng: -122.179444),  Route carried "on" structure: County highway 5,  Year Built: 1996,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 27,672 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 50,252 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: QUILCEDA CR,  Facility Carried by Structure: 88TH STREET NE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.143,  Lanes on structure: 4,  Owner: State 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: 3,  Length of Maximum Span: 42.7m (140.1ft),  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: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 85.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.19m (39.99ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  Bridge Improvement Cost: $4,000,000,  Roadway Improvement Cost: $800,000,  Total Project Cost: $8,000,000 ( 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: 17948A,  Location: 7.4 N JCT I-5 (Lat: 48.045222,  Lng: -122.179250),  Route carried "on" structure: State highway 529,  Year Built: 2012,  Status: Open,  Structure Length: 20.73m (68.01ft),  Average Daily Traffic: 16,899 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 24,469 (year 2039),  Design Load: HL 93,  Features Intersected: EBEY SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.994,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Navigation Control: Yes ( Vertical Clearance: 4.9m (16.1ft), Horizontal Clearance: 33.5m (109.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 71.6m (234.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 48.9 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: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.73m (68.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $8,160,000,  Roadway Improvement Cost: $1,632,000,  Total Project Cost: $16,320,000 ( 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: 200507,  Location: 3.3 N JCT SR 528 (Lat: 48.100000,  Lng: -122.185000),  Route carried "on" structure: County highway ,  Year Built: 2016,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 19,615 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,913 (year 2036),  Design Load: HL 93,  Features Intersected: I-5,  Facility Carried by Structure: 116TH ST NE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 66.1m (216.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 66.4m (217.8ft),  Out-to-Out Width: 67.1m (220.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 41.8 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: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $6,920,000,  Roadway Improvement Cost: $1,384,000,  Total Project Cost: $13,841,000 ( 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: 85652,  Location: 0.5 NW JCT I-5 (Lat: 48.054858,  Lng: -122.190608),  Route carried "on" structure: County highway 96829,  Year Built: 1988,  Status: Open,  Structure Length: 27.65m (90.72ft),  Average Daily Traffic: 16,438 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 22,000 (year 2040),  Design Load: HS 20,  Features Intersected: QUILCEDA CREEK,  Facility Carried by Structure: MARINE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 4,  Owner: County 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: 8,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.95m (91.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $22,742,000,  Roadway Improvement Cost: $4,548,000,  Total Project Cost: $45,483,000 ( 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: 85653,  Location: 0.8 NW JCT I-5 (Lat: 48.055669,  Lng: -122.196156),  Route carried "on" structure: County highway 96829,  Year Built: 1988,  Status: Open,  Structure Length: 13.17m (43.21ft),  Average Daily Traffic: 15,627 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 20,000 (year 2038),  Design Load: HS 20,  Features Intersected: STURGEON CREEK,  Facility Carried by Structure: MARINE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 3,  Owner: County 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: 2,  Number Of Approach Spans: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Length Of Structure Improvement: 13.47m (44.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $8,840,000,  Roadway Improvement Cost: $1,768,000,  Total Project Cost: $17,680,000 ( 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: 86112,  Location: 1.4 MI E INT I-5 (Lat: 48.121553,  Lng: -122.157047),  Route carried "on" structure: City street 475,  Year Built: 1994,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 446 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,000 (year 2043),  Design Load: HS 20,  Features Intersected: TRIB QUILCEDA CREEK,  Facility Carried by Structure: 138TH PL NE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $806,000,  Roadway Improvement Cost: $161,000,  Total Project Cost: $1,611,000 ( Estimate for 2014),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 86314,  Location: 1.4 MI E INT I-5 (Lat: 48.125792,  Lng: -122.156553),  Route carried "on" structure: County highway 745,  Year Built: 1997,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 540 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,000 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: TRIB QUILCEDA CREEK,  Facility Carried by Structure: 143RD PL NE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 61.9 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: 48.0 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $547,000,  Roadway Improvement Cost: $109,000,  Total Project Cost: $1,094,000 ( Estimate for 2014),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 88387,  Location: 1.3 MI E INT I-5 (Lat: 48.104858,  Lng: -122.162264),  Route carried "on" structure: City street 96150,  Year Built: 2008,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 7,619 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,000 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: QUILCEDA CREEK,  Facility Carried by Structure: 51ST AVENUE NE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 96.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 85.9 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $471,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $942,000 ( Estimate for 2014)

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Structure Number: 4178A,  Location: JCT I-5 (Lat: 48.051706,  Lng: -122.184739),  Route carried "under" structure: State highway 528,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 27,081 (year 2019),  Truck Traffic: 4%,  Features Intersected: SR 528 4TH ST,  Facility Carried by Structure: I-5
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.001,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 4196A,  Location: 7.3 N JCT I-5 (Lat: 48.043389,  Lng: -122.180861),  Route carried "under" structure: State highway 529,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 8,450 (year 2019),  Truck Traffic: 6%,  Features Intersected: EBEY SL / SR 529 / RR,  Facility Carried by Structure: I-5
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 9.801,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 8372A,  Location: 7.0 N JCT I-5 (Lat: 48.040139,  Lng: -122.179000),  Route carried "under" structure: State highway 529,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 8,450 (year 2019),  Truck Traffic: 6%,  Features Intersected: SR 529 NB,  Facility Carried by Structure: I-5
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 9.415,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 8372B,  Location: 7.0 N JCT I-5 (Lat: 48.040000,  Lng: -122.179167),  Route carried "under" structure: State highway 529,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 8,450 (year 2019),  Truck Traffic: 6%,  Features Intersected: SR 529 NB,  Facility Carried by Structure: I-5
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 9.382,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 8400A,  Location: 7.3 N JCT I-5 (Lat: 48.043306,  Lng: -122.180528),  Route carried "under" structure: State highway 529,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 8,450 (year 2019),  Truck Traffic: 6%,  Features Intersected: SR529,RR,EBEY SL,60TH PL,  Facility Carried by Structure: I-5
Minimum Vertical Clearance: 6.48m (21.26ft),  Kilometerpoint: 9.817,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 8753A,  Location: JCT I-5 (Lat: 48.051750,  Lng: -122.184417),  Route carried "under" structure: State highway 528,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 27,081 (year 2019),  Truck Traffic: 4%,  Features Intersected: SR 528 4TH ST,  Facility Carried by Structure: I-5
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.032,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 8941A,  Location: 3.2 N JCT SR 528 (Lat: 48.097611,  Lng: -122.184722),  Route carried "under" structure: Interstate 5,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 103,384 (year 2019),  Truck Traffic: 9%,  Features Intersected: I-5,  Facility Carried by Structure: TULALIP RR
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 325.554,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 14655A,  Location: 1.6 N JCT SR 528 (Lat: 48.075692,  Lng: -122.185297),  Route carried "under" structure: Interstate 5,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 119,822 (year 2019),  Truck Traffic: 9%,  Features Intersected: I-5,  Facility Carried by Structure: 88TH ST NE
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 323.124,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 200507,  Location: 3.3 N JCT SR 528 (Lat: 48.100000,  Lng: -122.185000),  Route carried "under" structure: Interstate 5,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 103,384 (year 2019),  Truck Traffic: 9%,  Features Intersected: I-5,  Facility Carried by Structure: 116TH ST NE
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 325.844,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 22.6m (74.1ft)