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

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Structure Number: KMA,  Location: 0.9 N JCT SR 524 (Lat: 47.826972,  Lng: -122.268500),  Route carried "on" structure: City street 5,  Year Built: 1996,  Status: Open,  Structure Length: 15.51m (50.89ft),  Average Daily Traffic: 19,350 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,737 ,  Design Load: HS 25,  Features Intersected: I-5,  Facility Carried by Structure: ALDERWOOD MALL PKW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 293.010,  Lanes on structure: 5,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 73.8 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $401,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $602,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7118A,  Location: 3.0 N JCT SR 104 (Lat: 47.813333,  Lng: -122.291667),  Route carried "on" structure: Interstate 5,  Year Built: 1963,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 83,600 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 112,000 (year 2026),  Design Load: HS 20,  Features Intersected: SR 524/44TH AVE W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 290.760,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $126,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $189,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 7118B,  Location: 3.0 N JCT SR 104 (Lat: 47.813333,  Lng: -122.291667),  Route carried "on" structure: Interstate 5,  Year Built: 1963,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 83,600 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 112,000 (year 2026),  Design Load: HS 20,  Features Intersected: SR 524/44TH AVE W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 290.760,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Bridge Improvement Cost: $132,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $198,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 7134B,  Location: 1.6 E JCT SR 99 (Lat: 47.821667,  Lng: -122.278333),  Route carried "on" structure: State highway 524,  Year Built: 1964,  Status: Open,  Structure Length: 14.97m (49.11ft),  Average Daily Traffic: 37,961 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 64,500 (year 2026),  Design Load: HS 20,  Features Intersected: I-5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.370,  Lanes on structure: 5,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 79.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $266,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $399,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7227B,  Location: 2.3 N JCT SR 104 (Lat: 47.808333,  Lng: -122.301667),  Route carried "on" structure: Interstate 5,  Year Built: 1963,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 100,400 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 134,500 (year 2026),  Design Load: HS 20,  Features Intersected: 52ND AVE W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 289.730,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 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,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $103,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $155,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 7227C,  Location: 2.3 N JCT SR 104 (Lat: 47.808333,  Lng: -122.301667),  Route carried "on" structure: Interstate 5,  Year Built: 1963,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 100,400 (year 2006),  Truck Traffic: 15%,  Average Future Daily Traffic: 134,500 (year 2026),  Design Load: HS 20,  Features Intersected: 52ND AVE W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 289.750,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Bridge Improvement Cost: $96,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $144,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 16469A,  Location: 2.9 N JCT SR 104 (Lat: 47.814722,  Lng: -122.295278),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 2004,  Status: Open,  Structure Length: 18.38m (60.30ft),  Average Daily Traffic: 19,000 (year 2004),  Average Future Daily Traffic: 19,380 (year 2024),  Design Load: HS 25,  Features Intersected: SB I-5,  Facility Carried by Structure: RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 290.630,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 46.0m (150.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  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: 16469B,  Location: 3.0 N JCT SR 104 (Lat: 47.813917,  Lng: -122.292767),  Route carried "on" structure: Interstate 5,  Year Built: 2004,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 16,000 (year 2004),  Average Future Daily Traffic: 16,320 (year 2024),  Features Intersected: 44TH AVE W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 290.760,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.9 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  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: 200367,  Location: 1.5 E JCT SR 99 (Lat: 47.819694,  Lng: -122.283250),  Route carried "on" structure: City street 524,  Year Built: 1999,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 20,000 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,400 ,  Design Load: HS 25,  Features Intersected: SR 524E-S, 5S RAMP,  Facility Carried by Structure: ALDERWOOD M BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.300,  Lanes on structure: 4,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2008,  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: 200368,  Location: 1.5 E JCT SR 99 (Lat: 47.820667,  Lng: -122.281528),  Route carried "on" structure: City street 524,  Year Built: 1999,  Status: Open,  Structure Length: 10.85m (35.60ft),  Average Daily Traffic: 20,000 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,400 (year 2024),  Design Load: HS 25,  Features Intersected: SR 524/ 196TH ST SW,  Facility Carried by Structure: ALDERWOOD MALL BLV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.300,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 82.0m (269.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 74.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200369,  Location: 1.6 E JCT SR 99 (Lat: 47.821306,  Lng: -122.280222),  Route carried "on" structure: City street 524,  Year Built: 2001,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 20,000 (year 2004),  Average Future Daily Traffic: 20,400 ,  Design Load: HS 25,  Features Intersected: PED PATH,  Facility Carried by Structure: ALDERWOOD MALL BLV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.300,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: KMA,  Location: 0.9 N JCT SR 524 (Lat: 47.826972,  Lng: -122.268500),  Route carried "under" structure: Interstate 5,  Year Built: 1996,  Structure Length: 15.51m (50.89ft),  Average Daily Traffic: 149,000 (year 2002),  Truck Traffic: 15%,  Features Intersected: I-5,  Facility Carried by Structure: ALDERWOOD MALL PKW
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 29.301,  Lanes on structure: 5,  Lanes under structure: 15,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 7118A,  Location: 0.5 E JCT SR 524 (Lat: 47.813333,  Lng: -122.291667),  Route carried "under" structure: State highway 524,  Year Built: 1963,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 41,084 (year 1994),  Features Intersected: SR 524/44TH AVE W,  Facility Carried by Structure: I-5
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.827,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 7118B,  Location: 0.5 E JCT SR 524 (Lat: 47.813333,  Lng: -122.291667),  Route carried "under" structure: State highway 524,  Year Built: 1963,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 41,084 (year 1994),  Features Intersected: SR 524/44TH AVE W,  Facility Carried by Structure: I-5
Minimum Vertical Clearance: 0.63m (2.07ft),  Kilometerpoint: 0.822,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 7134B,  Location: 0.8 N JCT SR 524 (Lat: 47.821667,  Lng: -122.278333),  Route carried "under" structure: Interstate 5,  Year Built: 1964,  Structure Length: 14.97m (49.11ft),  Average Daily Traffic: 149,000 (year 2002),  Truck Traffic: 15%,  Features Intersected: I-5
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 29.208,  Lanes on structure: 5,  Lanes under structure: 9,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 16469A,  Location: 2.9 N JCT SR 104 (Lat: 47.814722,  Lng: -122.295278),  Route carried "under" structure: Interstate 5,  Year Built: 2004,  Structure Length: 18.38m (60.30ft),  Average Daily Traffic: 96,500 (year 2004),  Truck Traffic: 5%,  Features Intersected: SB I-5,  Facility Carried by Structure: RAMP
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 29.063,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.0m (150.9ft)

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Structure Number: 200367,  Location: 0.8 N JCT SR 524 (Lat: 47.819694,  Lng: -122.283250),  Route carried "under" structure: Ramp Interstate 5,  Year Built: 1999,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 5,000 (year 2004),  Truck Traffic: 5%,  Features Intersected: SR 524E-S, 5S RAMP,  Facility Carried by Structure: ALDERWOOD M BLVD
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 29.208,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 200368,  Location: 1.5 E JCT SR 99 (Lat: 47.820667,  Lng: -122.281528),  Route carried "under" structure: State highway 524,  Year Built: 1999,  Structure Length: 10.85m (35.60ft),  Average Daily Traffic: 43,000 (year 2004),  Truck Traffic: 4%,  Features Intersected: SR 524/ 196TH ST SW,  Facility Carried by Structure: ALDERWOOD MALL BLV
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.083,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 82.0m (269.0ft)