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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 13
Total length: 129 meters (423ft)
Total costs: $128,913,000
Total average daily traffic: 928,685
Total average daily truck traffic: 47,352
National Bridge Inventory (NBI) Registered Bridges for Mountlake Terrace
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New bridges - Historical Statistics

  • 1960-1969: 8
  • 1970-1979: 0
  • 1980-1989: 0
  • 1990-1999: 4
  • 2000-2009: 0
  • 2010-2012: 1

Reconstructed bridges - Historical Statistics

  • 1970-1979: 1
  • 1980-1989: 2
  • 1990-1999: 1

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

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Structure Number: 7071D,  Location: 0.7 N JCT SR 104 (Lat: 47.792056,  Lng: -122.316556),  Route carried "on" structure: City street 5,  Year Built: 1963,  Status: Open,  Structure Length: 10.30m (33.79ft),  Average Daily Traffic: 2,237 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,450 (year 2031),  Design Load: HS 20,  Features Intersected: I-5,  Facility Carried by Structure: 228TH ST SW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 287.590,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.5m (4.9ft),  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: 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: 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: 11.83m (38.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Bridge Improvement Cost: $6,829,000,  Roadway Improvement Cost: $1,366,000,  Total Project Cost: $13,658,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7071F,  Location: 2.2 N JCT SR 104 (Lat: 47.806667,  Lng: -122.305000),  Route carried "on" structure: Interstate 5,  Year Built: 1963,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 8.47m (27.79ft),  Average Daily Traffic: 95,861 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 115,033 (year 2030),  Design Load: HS 20,  Features Intersected: 212TH ST SW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 289.440,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.00m (32.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  Bridge Improvement Cost: $8,922,000,  Roadway Improvement Cost: $1,784,000,  Total Project Cost: $17,843,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 7071G,  Location: 2.2 N JCT SR 104 (Lat: 47.806667,  Lng: -122.305000),  Route carried "on" structure: Interstate 5,  Year Built: 1963,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 8.47m (27.79ft),  Average Daily Traffic: 95,861 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 115,033 (year 2030),  Design Load: HS 20,  Features Intersected: 212TH ST SW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 289.480,  Lanes on structure: 5,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.00m (32.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  Bridge Improvement Cost: $10,496,000,  Roadway Improvement Cost: $2,099,000,  Total Project Cost: $20,992,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 7227A,  Location: 0.4 N JCT SR 104 (Lat: 47.785000,  Lng: -122.315000),  Route carried "on" structure: City street 5,  Year Built: 1963,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 9.69m (31.79ft),  Average Daily Traffic: 8,301 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,961 (year 2030),  Design Load: HS 20,  Features Intersected: I-5,  Facility Carried by Structure: 236TH ST SW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 286.840,  Lanes on structure: 4,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.22m (36.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Bridge Improvement Cost: $10,010,000,  Roadway Improvement Cost: $2,002,000,  Total Project Cost: $20,019,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 12790A,  Location: 1.5 N JCT SR 104 (Lat: 47.800000,  Lng: -122.313333),  Route carried "on" structure: County highway 5,  Year Built: 1963,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 10.30m (33.79ft),  Average Daily Traffic: 25,227 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,272 (year 2030),  Design Load: H 20,  Features Intersected: I-5,  Facility Carried by Structure: 220TH ST SW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 288.480,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.83m (38.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 10,  Bridge Improvement Cost: $14,279,000,  Roadway Improvement Cost: $2,856,000,  Total Project Cost: $28,557,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 14326A,  Location: 3.2 N JCT SR 523 (Lat: 47.785000,  Lng: -122.308333),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1995,  Status: Open,  Structure Length: 11.67m (38.29ft),  Average Daily Traffic: 4,448 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,338 (year 2030),  Design Load: HS 25,  Features Intersected: NBCD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 286.610,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 50.6m (166.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.1 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: 13.20m (43.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  Bridge Improvement Cost: $7,621,000,  Roadway Improvement Cost: $1,524,000,  Total Project Cost: $15,242,000 ( Estimate for 2010),  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: 14326B,  Location: 3.2 N JCT SR 523 (Lat: 47.785000,  Lng: -122.310000),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1995,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 6,065 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,278 (year 2030),  Design Load: HS 25,  Features Intersected: S-EW RAMP, I-5,  Facility Carried by Structure: SBCD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 286.760,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.91m (35.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 10,  Bridge Improvement Cost: $6,301,000,  Roadway Improvement Cost: $1,260,000,  Total Project Cost: $12,602,000 ( Estimate for 2010),  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: 7071D,  Location: 0.7 N JCT SR 104 (Lat: 47.792056,  Lng: -122.316556),  Route carried "under" structure: Interstate 5,  Year Built: 1963,  Structure Length: 10.30m (33.79ft),  Average Daily Traffic: 181,260 (year 2010),  Truck Traffic: 5%,  Features Intersected: I-5,  Facility Carried by Structure: 228TH ST SW
Minimum Vertical Clearance: 6.88m (22.57ft),  Kilometerpoint: 28.759,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 7227A,  Location: 0.4 N JCT SR 104 (Lat: 47.785000,  Lng: -122.315000),  Route carried "under" structure: Interstate 5,  Year Built: 1963,  Structure Length: 9.69m (31.79ft),  Average Daily Traffic: 159,732 (year 2010),  Truck Traffic: 5%,  Features Intersected: I-5,  Facility Carried by Structure: 236TH ST SW
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 28.684,  Lanes on structure: 4,  Lanes under structure: 11,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 12790A,  Location: 1.5 N JCT SR 104 (Lat: 47.800000,  Lng: -122.313333),  Route carried "under" structure: Interstate 5,  Year Built: 1963,  Structure Length: 10.30m (33.79ft),  Average Daily Traffic: 164,301 (year 2010),  Truck Traffic: 5%,  Features Intersected: I-5,  Facility Carried by Structure: 220TH ST SW
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 28.848,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 14326A,  Location: 3.1 N JCT SR 523 (Lat: 47.785000,  Lng: -122.308333),  Route carried "under" structure: Ramp Interstate 5,  Year Built: 1995,  Structure Length: 11.67m (38.29ft),  Average Daily Traffic: 13,019 (year 2010),  Truck Traffic: 5%,  Features Intersected: NBCD
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 28.661,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 50.6m (166.0ft)

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Structure Number: 14326B,  Location: 3.2 N JCT SR 523 (Lat: 47.785000,  Lng: -122.310000),  Route carried "under" structure: Ramp Interstate 5,  Year Built: 1995,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 12,641 (year 2010),  Truck Traffic: 13%,  Features Intersected: S-EW RAMP, I-5,  Facility Carried by Structure: SBCD
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 28.676,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 17649A,  Location: 0.6 N JCT SR 104 (Lat: 47.786389,  Lng: -122.315833),  Route carried "under" structure: Interstate 5,  Year Built: 2010,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 159,732 (year 2010),  Truck Traffic: 5%,  Features Intersected: I-5 NB,  Facility Carried by Structure: SOUND TRANSIT PED
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 28.709,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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