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Bridge Statistics for Bothell, Washington (WA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Bothell, WA, Washington, Washington forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 31 Total length: 416 meters (1,365ft) Total costs: $5,086,000 Total average daily traffic: 917,267 Total average daily truck traffic: 47,430 National Bridge Inventory (NBI) Registered Bridges for Bothell
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: MA, Location: 0.2 E JCT SR 527 (Lat: 47.759167, Lng: -122.203333), Route carried "on" structure: City street 52200, Year Built: 1950, Status: Posted for load, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 5,820 (year 1993), Truck Traffic: 5%, Average Future Daily Traffic: 999,999 , Design Load: H 15, Features Intersected: STATE ROUTE 522, Facility Carried by Structure: 102ND AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.090, Lanes on structure: 2, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 0.0m, Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 23.4 metric tons, Inventory Rating: 14.4 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2008, Underwater Inspection Date: August 2005, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $2,000, Total Project Cost: $32,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 6371A, Location: 1.0 E JCT SR 527 (Lat: 47.756667, Lng: -122.188333), Route carried "on" structure: State highway 522, Year Built: 1960, Year Reconstructed: 1988, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 13,500 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 16,800 (year 2026), Design Load: HS 20, Features Intersected: NORTH CR & GILLMAN TRAIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.460, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $61,000, Roadway Improvement Cost: $6,000, Total Project Cost: $92,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 8257A, Location: 1.0 E JCT SR 527 (Lat: 47.761667, Lng: -122.185000), Route carried "on" structure: State highway 522, Year Built: 1967, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 13,500 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 16,800 (year 2026), Design Load: HS 20+Mod, Features Intersected: NORTH CR & GILLMAN TRAIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.460, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.3 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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $83,000, Roadway Improvement Cost: $8,000, Total Project Cost: $125,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 8286A, Location: 0.8 N JCT SR 522 (Lat: 47.768333, Lng: -122.188333), Route carried "on" structure: County highway 405, Year Built: 1968, Year Reconstructed: 1998, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 4,592 (year 1994), Truck Traffic: 6%, Average Future Daily Traffic: 999,999 , Design Load: HS 20, Features Intersected: I-405, Facility Carried by Structure: 195TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.390, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 23.7m (77.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $15,000, Total Project Cost: $228,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 8286B, Location: 1.7 N KING CO (Lat: 47.794444, Lng: -122.214500), Route carried "on" structure: State highway 527, Year Built: 1968, Year Reconstructed: 2001, Status: Open, Structure Length: 10.39m (34.09ft), Average Daily Traffic: 40,090 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 74,600 (year 2026), Design Load: HS 20+Mod, Features Intersected: I-405 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.230, Lanes on structure: 5, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 23.6m (77.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.3 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $20,000, Total Project Cost: $293,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 8375B, Location: 0.6 N JCT SR 522 (Lat: 47.766667, Lng: -122.186667), Route carried "on" structure: Interstate 405, Year Built: 1968, Year Reconstructed: 1998, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 50,200 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 63,300 (year 2026), Design Load: HS 25, Features Intersected: NORTH CR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.130, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 44.5m (146.0ft), Skew: 34 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 43.9m (144.0ft), Out-to-Out Width: 45.1m (148.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2005, Bridge Improvement Cost: $154,000, Roadway Improvement Cost: $15,000, Total Project Cost: $231,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 8375C, Location: 1.3 N KING CO (Lat: 47.791111, Lng: -122.207917), Route carried "on" structure: Interstate 405, Year Built: 1968, Year Reconstructed: 1998, Status: Open, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 60,800 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 76,600 (year 2026), Design Load: HS 20+Mod, Features Intersected: 228TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.330, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.6m (57.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 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 2007, Bridge Improvement Cost: $117,000, Roadway Improvement Cost: $12,000, Total Project Cost: $176,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 8375D, Location: 1.3 N KING CO (Lat: 47.791667, Lng: -122.206667), Route carried "on" structure: Interstate 405, Year Built: 1968, Year Reconstructed: 1998, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 60,800 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 76,600 (year 2026), Design Load: HS 20+Mod, Features Intersected: 228TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.360, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.0m, Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 20.6m (67.6ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $14,000, Total Project Cost: $207,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 8382A, Location: 5.4 N JCT SR 908 (Lat: 47.758333, Lng: -122.183333), Route carried "on" structure: Interstate 405, Year Built: 1968, Status: Open, Structure Length: 41.21m (135.20ft), Average Daily Traffic: 52,100 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 65,600 (year 2026), Design Load: HS 20+Mod, Features Intersected: SR 522 SAMMAMISH R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.860, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Navigation Control: Yes ( Vertical Clearance: 11.3m (37.1ft), Horizontal Clearance: 29.9m (98.1ft)), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 12, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $675,000, Roadway Improvement Cost: $68,000, Total Project Cost: $1,013,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 8382B, Location: 5.4 N JCT SR 908 (Lat: 47.758333, Lng: -122.183333), Route carried "on" structure: Interstate 405, Year Built: 1968, Status: Open, Structure Length: 42.98m (141.01ft), Average Daily Traffic: 52,100 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 65,600 (year 2026), Design Load: HS 20+Mod, Features Intersected: SR 522 SAMMAMISH R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.860, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 13, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $702,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,053,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 8382C, Location: 5.4 N JCT SR 901 (Lat: 47.756667, Lng: -122.183333), Route carried "on" structure: Ramp Interstate 405, Year Built: 1968, Status: Open, Structure Length: 21.61m (70.90ft), Average Daily Traffic: 15,791 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 999,999 , Design Load: HS 20, Features Intersected: SAMMAMISH RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.860, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Navigation Control: Yes ( Vertical Clearance: 11.3m (37.1ft), Horizontal Clearance: 18.6m (61.0ft)), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 7, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.1m (26.6ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $14,000, Total Project Cost: $210,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 8382D, Location: 5.4 N JCT SR 908 (Lat: 47.758333, Lng: -122.183333), Route carried "on" structure: Ramp Interstate 405, Year Built: 1968, Status: Open, Structure Length: 44.78m (146.92ft), Average Daily Traffic: 6,569 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 999,999 , Design Load: HS 20, Features Intersected: SAMMAMISH R, I-405, SR 5 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.860, Lanes on structure: 1, Lanes under structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Navigation Control: Yes ( Vertical Clearance: 14.9m (48.9ft), Horizontal Clearance: 26.2m (86.0ft)), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 15, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $275,000, Roadway Improvement Cost: $28,000, Total Project Cost: $413,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 8382E, Location: 5.5 N JCT SR 901 (Lat: 47.756667, Lng: -122.183333), Route carried "on" structure: Ramp Interstate 405, Year Built: 1968, Status: Open, Structure Length: 13.20m (43.31ft), Average Daily Traffic: 8,568 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 999,999 , Design Load: HS 20+Mod, Features Intersected: S-E RAMP BR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.860, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.5 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $111,000, Roadway Improvement Cost: $11,000, Total Project Cost: $167,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 8417A, Location: 0.4 N JCT SR 527 (Lat: 47.798333, Lng: -122.220000), Route carried "on" structure: Interstate 405, Year Built: 1968, Year Reconstructed: 2001, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 39,200 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 49,400 (year 2026), Design Load: HS 20, Features Intersected: 9TH AVE SE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.640, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 17.5m (57.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 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: October 2005, Bridge Improvement Cost: $81,000, Roadway Improvement Cost: $8,000, Total Project Cost: $122,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 8417B, Location: 0.4 N JCT SR 527 (Lat: 47.797861, Lng: -122.220472), Route carried "on" structure: Interstate 405, Year Built: 1968, Year Reconstructed: 2001, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 39,200 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 49,400 (year 2026), Design Load: HS 20+Mod, Features Intersected: 9TH AVE SE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.650, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 24.5m (80.4ft), Out-to-Out Width: 25.1m (82.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 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: September 2007, Bridge Improvement Cost: $122,000, Roadway Improvement Cost: $12,000, Total Project Cost: $183,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 13342A, Location: 0.5 N JCT I-405 (Lat: 47.801667, Lng: -122.210000), Route carried "on" structure: State highway 527, Year Built: 1988, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 42,498 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 79,000 (year 2026), Design Load: HS 20+Mod, Features Intersected: NORTH CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.120, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.1m (88.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 27.2m (89.2ft), Out-to-Out Width: 31.8m (104.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $93,000, Roadway Improvement Cost: $9,000, Total Project Cost: $140,000 ( Estimate for 2006), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 15054A, Location: 0.6 N JCT SR 522 (Lat: 47.766667, Lng: -122.186667), Route carried "on" structure: Ramp Interstate 405, Year Built: 1998, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 4,675 (year 2000), Truck Traffic: 7%, Average Future Daily Traffic: 4,740 , Design Load: HS 25, Features Intersected: NORTH CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.130, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 55.8 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2005, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $9,000, Total Project Cost: $135,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 84382, Location: 2.1 SE JCT I-5 (Lat: 47.780000, Lng: -122.186667), Route carried "on" structure: City street 16100, Year Built: 1962, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5,785 (year 2002), Truck Traffic: 20%, Average Future Daily Traffic: 8,800 , Features Intersected: NORTH CREEK, Facility Carried by Structure: 240TH ST SE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.590, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Fair, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2008, Bridge Improvement Cost: $47,000, Roadway Improvement Cost: $4,000, Total Project Cost: $71,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 85052, Location: 0.1 E SR 405 (Lat: 47.770000, Lng: -122.183333), Route carried "on" structure: City street 110, Year Built: 1984, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 19,831 (year 2002), Truck Traffic: 18%, Average Future Daily Traffic: 29,000 , Design Load: HS 20, Features Intersected: NORTH CREEK, Facility Carried by Structure: NE 195TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 176.990, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 23.7m (77.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 18.0 metric tons, Inventory Rating: 18.0 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 85054, Location: 0.5 E SR-405 (Lat: 47.775000, Lng: -122.183333), Route carried "on" structure: City street 110, Year Built: 1984, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 3,929 (year 2002), Truck Traffic: 25%, Average Future Daily Traffic: 5,900 , Design Load: HS 20, Features Intersected: NORTH CREEK, Facility Carried by Structure: NORTH CREEK PKWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 353.980, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.4 metric tons, Inventory Rating: 35.1 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 85055, Location: 0.5 E SR 405 (Lat: 47.771667, Lng: -122.183333), Route carried "on" structure: City street 110, Year Built: 1984, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 7,021 (year 2002), Truck Traffic: 22%, Average Future Daily Traffic: 10,500 , Design Load: HS 20, Features Intersected: NORTH CREEK, Facility Carried by Structure: NORTH CREEK PKWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 530.970, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.4 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 85075, Location: 0.3 S SR 522 (Lat: 47.748056, Lng: -122.212500), Route carried "on" structure: City street 2201, Year Built: 1947, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 9,858 (year 2002), Truck Traffic: 23%, Average Future Daily Traffic: 15,500 , Design Load: HS 20, Features Intersected: SAMMAMISH RIVER, Facility Carried by Structure: WAYNITA DRIVE NE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.400, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 67.5 metric tons, Inventory Rating: 40.5 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2008, Underwater Inspection Date: September 2008, Bridge Improvement Cost: $68,000, Roadway Improvement Cost: $7,000, Total Project Cost: $102,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 86298, Location: 0.2 E I405 (Lat: 47.778333, Lng: -122.186667), Route carried "on" structure: City street 110, Year Built: 1994, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,974 (year 2002), Truck Traffic: 22%, Average Future Daily Traffic: 4,500 , Design Load: HS 20, Features Intersected: NORTH CREEK, Facility Carried by Structure: MONTE VILLA PRKWAY Minimum Vertical Clearance: 1.22m (4.00ft), Kilometerpoint: 5.870, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.6m (31.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 72.0 metric tons, Inventory Rating: 72.0 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 86827, Location: 0.1 W JCT SR527 (Lat: 47.808333, Lng: -122.208333), Route carried "on" structure: City street 110, Year Built: 1999, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 497 (year 2002), Truck Traffic: 15%, Average Future Daily Traffic: 800 , Design Load: HS 20, Features Intersected: NORTH CREEK, Facility Carried by Structure: 214TH ST SE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.440, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 9.5m (31.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Inventory Rating: 19.8 metric tons, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $22,000, Roadway Improvement Cost: $2,000, Total Project Cost: $33,000 ( Estimate for 2003), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 86828, Location: 0.5 E INT I405 (Lat: 47.791667, Lng: -122.196667), Route carried "on" structure: City street 110, Year Built: 1999, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 15,330 (year 2002), Truck Traffic: 23%, Average Future Daily Traffic: 27,000 , Design Load: HS 20, Features Intersected: NORTH CREEK, Facility Carried by Structure: 228TH ST SW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.670, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 30.6 metric tons, Inventory Rating: 18.0 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $4,000, Total Project Cost: $60,000 ( Estimate for 2003), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 8286B, Location: 1.7 N KING CO (Lat: 47.794444, Lng: -122.214500), Route carried "under" structure: Interstate 405, Year Built: 1968, Structure Length: 10.39m (34.09ft), Average Daily Traffic: 63,239 (year 1994), Features Intersected: I-405, Facility Carried by Structure: SR 527 Minimum Vertical Clearance: 6.07m (19.91ft), Kilometerpoint: 4.304, Lanes on structure: 5, Lanes under structure: 9, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft) Find on map >>
Structure Number: 8382A, Location: 1.3 E JCT SR 527 (Lat: 47.758333, Lng: -122.183333), Route carried "under" structure: State highway 522, Year Built: 1968, Structure Length: 41.21m (135.20ft), Average Daily Traffic: 45,000 (year 1994), Features Intersected: SR 522 SAMMAMISH R, Facility Carried by Structure: I-405 Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 1.786, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 37.2m (122.0ft) Find on map >>
Structure Number: 8382B, Location: 1.3 E JCT SR 527 (Lat: 47.758333, Lng: -122.183333), Route carried "under" structure: State highway 522, Year Built: 1968, Structure Length: 42.98m (141.01ft), Average Daily Traffic: 45,000 (year 1994), Features Intersected: SR 522 SAMMAMISH R, Facility Carried by Structure: I-405 Minimum Vertical Clearance: 6.02m (19.75ft), Kilometerpoint: 1.786, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 37.2m (122.0ft) Find on map >>
Structure Number: 8382D, Location: 1.2 E JCT SR 527 (Lat: 47.758333, Lng: -122.183333), Route carried "under" structure: State highway 522, Year Built: 1968, Structure Length: 44.78m (146.92ft), Average Daily Traffic: 45,000 (year 1994), Features Intersected: SAMMAMISH R, I-405, SR 5, Facility Carried by Structure: I-405 N-W RAMP Minimum Vertical Clearance: 10.59m (34.74ft), Kilometerpoint: 1.786, Lanes on structure: 1, Lanes under structure: 14, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 33.2m (108.9ft) Find on map >>
Structure Number: 17144A, Location: 1.6 N KING CO (Lat: 47.794917, Lng: -122.212361), Route carried "under" structure: Interstate 405, Year Built: 2007, Structure Length: 18.47m (60.60ft), Average Daily Traffic: 120,000 (year 2005), Truck Traffic: 10%, Features Intersected: I-405, Facility Carried by Structure: CANYON PARK PED Minimum Vertical Clearance: 6.17m (20.24ft), Kilometerpoint: 4.286, Lanes under structure: 11, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 37.8m (124.0ft) Find on map >>
Structure Number: 86267, Location: 0.2 E JCT SR 527 (Lat: 47.759167, Lng: -122.213333), Route carried "under" structure: City street 522, Year Built: 1950, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 24,800 (year 1984), Truck Traffic: 3%, Features Intersected: STATE ROUTE 522, Facility Carried by Structure: 102ND AVE Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.7m (44.9ft) Discuss this city on our hugely popular Washington forum Back to: Bothell, WA, Washington, All US cities.
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