Bridge Statistics for Bay View, Washington (WA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 85ft / 26.0mTotal length
- $11,976,000Total costs
- 104,058Total average daily traffic
- 8,197Total average daily truck traffic
- 155,024Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Bay View
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 31960-1969
- 11970-1979
- 21990-1999
- 42000-2009
- Bridge Condition - Deck
- 75.0%Good
- 16.7%Satisfactory
- 8.3%Poor
- Bridge Condition - Superstructure
- 66.7%Good
- 33.3%Satisfactory
- Bridge Condition - Channel
- 90.0%Very good
- 10.0%Satisfactory
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Structure Number: 3825A, Location: 5.0 N JCT SR 20 (Lat: 48.518722, Lng: -122.444500), Route carried "on" structure: County highway 31010, Year Built: 1950, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 1,905 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 3,440 (year 2039), Design Load: HS 15, Features Intersected: JOE LEARY SL, Facility Carried by Structure: FARM TO MARKET RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $374,000, Roadway Improvement Cost: $75,000, Total Project Cost: $749,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3825A, Location: 5.0 N JCT SR 20 (Lat: 48.518722, Lng: -122.444500), Route carried "on" structure: County highway 31010, Year Built: 1950, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 1,905 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 3,440 (year 2039), Design Load: HS 15, Features Intersected: JOE LEARY SL, Facility Carried by Structure: FARM TO MARKET RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $374,000, Roadway Improvement Cost: $75,000, Total Project Cost: $749,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8044B, Location: 0.7 E JCT SR 536 (Lat: 48.449064, Lng: -122.419903), Route carried "on" structure: State highway 20, Year Built: 1966, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 12,960 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 19,077 (year 2039), Design Load: HS 20+Mod, Features Intersected: HIGGINS SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.544, 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: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $446,000, Roadway Improvement Cost: $89,000, Total Project Cost: $893,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 8044B, Location: 0.7 E JCT SR 536 (Lat: 48.449064, Lng: -122.419903), Route carried "on" structure: State highway 20, Year Built: 1966, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 12,960 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 19,077 (year 2039), Design Load: HS 20+Mod, Features Intersected: HIGGINS SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.544, 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: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $446,000, Roadway Improvement Cost: $89,000, Total Project Cost: $893,000 ( 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: 8453A, Location: 1.2 E JCT SR 536 (Lat: 48.451361, Lng: -122.408250), Route carried "on" structure: State highway 20, Year Built: 1968, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 13,918 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 20,487 (year 2039), Design Load: HS 20+Mod, Features Intersected: HIGGINS SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 90.461, 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: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 40.8 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Bridge Improvement Cost: $533,000, Roadway Improvement Cost: $107,000, Total Project Cost: $1,066,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 8453A, Location: 1.2 E JCT SR 536 (Lat: 48.451361, Lng: -122.408250), Route carried "on" structure: State highway 20, Year Built: 1968, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 13,918 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 20,487 (year 2039), Design Load: HS 20+Mod, Features Intersected: HIGGINS SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 90.461, 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: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 40.8 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Bridge Improvement Cost: $533,000, Roadway Improvement Cost: $107,000, Total Project Cost: $1,066,000 ( 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: 9353A, Location: 12.1 E ISLAND CO (Lat: 48.446214, Lng: -122.457611), Route carried "on" structure: State highway 20, Year Built: 1972, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 16,838 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 24,785 (year 2039), Design Load: HS 20+Mod, Features Intersected: TRANSMT. OIL PIPELINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.663, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Bridge Improvement Cost: $584,000, Roadway Improvement Cost: $117,000, Total Project Cost: $1,168,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9353A, Location: 12.1 E ISLAND CO (Lat: 48.446214, Lng: -122.457611), Route carried "on" structure: State highway 20, Year Built: 1972, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 16,838 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 24,785 (year 2039), Design Load: HS 20+Mod, Features Intersected: TRANSMT. OIL PIPELINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.663, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Bridge Improvement Cost: $584,000, Roadway Improvement Cost: $117,000, Total Project Cost: $1,168,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 17242A, Location: 0.1 E JCT SR 536 (Lat: 48.446389, Lng: -122.431389), Route carried "on" structure: State highway 20, Year Built: 2007, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 12,960 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 19,077 (year 2039), Design Load: HL 93, Features Intersected: HIGGINS SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.691, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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, 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: March 2018, Bridge Improvement Cost: $520,000, Roadway Improvement Cost: $104,000, Total Project Cost: $1,040,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17242A, Location: 0.1 E JCT SR 536 (Lat: 48.446389, Lng: -122.431389), Route carried "on" structure: State highway 20, Year Built: 2007, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 12,960 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 19,077 (year 2039), Design Load: HL 93, Features Intersected: HIGGINS SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.691, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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, 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: March 2018, Bridge Improvement Cost: $520,000, Roadway Improvement Cost: $104,000, Total Project Cost: $1,040,000 ( 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: 17242B, Location: 0.1 E JCT SR 536 (Lat: 48.446389, Lng: -122.431389), Route carried "on" structure: State highway 20, Year Built: 2007, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 12,960 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 19,077 (year 2039), Design Load: HL 93, Features Intersected: HIGGINS SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.675, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Bridge Improvement Cost: $544,000, Roadway Improvement Cost: $109,000, Total Project Cost: $1,088,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17242B, Location: 0.1 E JCT SR 536 (Lat: 48.446389, Lng: -122.431389), Route carried "on" structure: State highway 20, Year Built: 2007, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 12,960 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 19,077 (year 2039), Design Load: HL 93, Features Intersected: HIGGINS SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.675, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Bridge Improvement Cost: $544,000, Roadway Improvement Cost: $109,000, Total Project Cost: $1,088,000 ( 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: 17242C, Location: 0.7 E JCT SR 536 (Lat: 48.448806, Lng: -122.420139), Route carried "on" structure: State highway 20, Year Built: 2007, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 12,960 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 19,077 (year 2039), Design Load: HL 93, Features Intersected: HIGGINS SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.544, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Bridge Improvement Cost: $416,000, Roadway Improvement Cost: $83,000, Total Project Cost: $832,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17242C, Location: 0.7 E JCT SR 536 (Lat: 48.448806, Lng: -122.420139), Route carried "on" structure: State highway 20, Year Built: 2007, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 12,960 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 19,077 (year 2039), Design Load: HL 93, Features Intersected: HIGGINS SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.544, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Bridge Improvement Cost: $416,000, Roadway Improvement Cost: $83,000, Total Project Cost: $832,000 ( 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: 17242D, Location: 1.2 E JCT SR 356 (Lat: 48.451306, Lng: -122.407500), Route carried "on" structure: State highway 20, Year Built: 2007, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 13,918 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 20,487 (year 2039), Design Load: HL 93, Features Intersected: HIGGINS SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 90.477, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Bridge Improvement Cost: $512,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,024,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17242D, Location: 1.2 E JCT SR 356 (Lat: 48.451306, Lng: -122.407500), Route carried "on" structure: State highway 20, Year Built: 2007, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 13,918 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 20,487 (year 2039), Design Load: HL 93, Features Intersected: HIGGINS SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 90.477, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Bridge Improvement Cost: $512,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,024,000 ( 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: 82409, Location: 5.8 N JCT SR-20 (Lat: 48.516833, Lng: -122.472556), Route carried "on" structure: County highway 31210, Year Built: 1955, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 588 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 874 (year 2041), Design Load: H 15, Features Intersected: JOE LEARY SLOUGH, Facility Carried by Structure: BAY VIEW-EDISON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to 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: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $566,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,131,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 82409, Location: 5.8 N JCT SR-20 (Lat: 48.516833, Lng: -122.472556), Route carried "on" structure: County highway 31210, Year Built: 1955, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 588 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 874 (year 2041), Design Load: H 15, Features Intersected: JOE LEARY SLOUGH, Facility Carried by Structure: BAY VIEW-EDISON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to 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: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $566,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,131,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 841, Location: 3.5 N JCT SR 20 (Lat: 48.488000, Lng: -122.480528), Route carried "on" structure: County highway 31210, Year Built: 1969, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 751 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,116 (year 2041), Design Load: HS 20, Features Intersected: STATE PARK ROAD, Facility Carried by Structure: BAY VIEW-EDISON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Lanes under structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), 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: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to 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: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $409,000, Roadway Improvement Cost: $82,000, Total Project Cost: $818,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 841, Location: 3.5 N JCT SR 20 (Lat: 48.488000, Lng: -122.480528), Route carried "on" structure: County highway 31210, Year Built: 1969, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 751 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,116 (year 2041), Design Load: HS 20, Features Intersected: STATE PARK ROAD, Facility Carried by Structure: BAY VIEW-EDISON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Lanes under structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), 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: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to 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: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $409,000, Roadway Improvement Cost: $82,000, Total Project Cost: $818,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8603, Location: 0.4 N JCT SR20 (Lat: 48.450583, Lng: -122.465667), Route carried "on" structure: County highway 31210, Year Built: 1992, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 1,176 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,748 (year 2041), Design Load: HS 20+Mod, Features Intersected: BIG INDIAN SLOUGH, Facility Carried by Structure: BAY VIEW-EDISON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to 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: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $511,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,022,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8603, Location: 0.4 N JCT SR20 (Lat: 48.450583, Lng: -122.465667), Route carried "on" structure: County highway 31210, Year Built: 1992, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 1,176 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,748 (year 2041), Design Load: HS 20+Mod, Features Intersected: BIG INDIAN SLOUGH, Facility Carried by Structure: BAY VIEW-EDISON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to 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: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $511,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,022,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: TA1011A, Location: 0.1 N SR 20 (Lat: 48.446508, Lng: -122.443911), Route carried "on" structure: County highway 20, Year Built: 1999, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 3,124 (year 2002), Truck Traffic: 15%, Average Future Daily Traffic: 5,779 (year 2036), Design Load: HS 25 or greater, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: FARM TO MARKET RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.458, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 20.0m (65.6ft)
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: 50.8 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: 1.65m (5.41ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Bridge Improvement Cost: $572,000, Roadway Improvement Cost: $114,000, Total Project Cost: $1,145,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: TA1011A, Location: 0.1 N SR 20 (Lat: 48.446508, Lng: -122.443911), Route carried "on" structure: County highway 20, Year Built: 1999, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 3,124 (year 2002), Truck Traffic: 15%, Average Future Daily Traffic: 5,779 (year 2036), Design Load: HS 25 or greater, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: FARM TO MARKET RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.458, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 20.0m (65.6ft)
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: 50.8 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: 1.65m (5.41ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Bridge Improvement Cost: $572,000, Roadway Improvement Cost: $114,000, Total Project Cost: $1,145,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing