Bridge Statistics for Conway, Washington (WA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 200ft / 61.2mTotal length
- $53,510,000Total costs
- 292,848Total average daily traffic
- 28,054Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Conway
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11940-1949
- 11950-1959
- 51970-1979
- 31980-1989
- 22010-2019
- Bridge Condition - Deck
- 27.3%Very good
- 36.4%Good
- 27.3%Satisfactory
- 9.1%Fair
- Bridge Condition - Superstructure
- 18.2%Very good
- 27.3%Good
- 45.5%Satisfactory
- 9.1%Fair
- Bridge Condition - Substructure
- 18.2%Very good
- 63.6%Good
- 9.1%Satisfactory
- 9.1%Fair
- Bridge Condition - Channel
- 81.8%Very good
- 18.2%Good
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Structure Number: 3677A, Location: 0.5 E JCT I-5 (Lat: 48.341000, Lng: -122.324528), Route carried "on" structure: State highway 534, Year Built: 1949, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 3,853 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 5,671 (year 2039), Design Load: HS 15, Features Intersected: HILL DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.772, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.53m (8.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $498,000, Roadway Improvement Cost: $100,000, Total Project Cost: $996,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3677A, Location: 0.5 E JCT I-5 (Lat: 48.341000, Lng: -122.324528), Route carried "on" structure: State highway 534, Year Built: 1949, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 3,853 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 5,671 (year 2039), Design Load: HS 15, Features Intersected: HILL DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.772, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.53m (8.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $498,000, Roadway Improvement Cost: $100,000, Total Project Cost: $996,000 ( 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: 5422B, Location: 2.1 N SNOHOMISH CO (Lat: 48.323194, Lng: -122.329028), Route carried "on" structure: Interstate 5, Year Built: 1957, Year Reconstructed: 1970, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 32,979 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 48,545 (year 2039), Design Load: HS 20+Mod, Features Intersected: HILL DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 353.718, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Bridge Improvement Cost: $1,145,000, Roadway Improvement Cost: $229,000, Total Project Cost: $2,290,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 5422B, Location: 2.1 N SNOHOMISH CO (Lat: 48.323194, Lng: -122.329028), Route carried "on" structure: Interstate 5, Year Built: 1957, Year Reconstructed: 1970, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 32,979 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 48,545 (year 2039), Design Load: HS 20+Mod, Features Intersected: HILL DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 353.718, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Bridge Improvement Cost: $1,145,000, Roadway Improvement Cost: $229,000, Total Project Cost: $2,290,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 8650A, Location: 2.1 N SNOHOMISH CO (Lat: 48.323417, Lng: -122.328639), Route carried "on" structure: Interstate 5, Year Built: 1970, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 32,979 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 48,545 (year 2039), Design Load: HS 20+Mod, Features Intersected: HILL DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 353.734, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Bridge Improvement Cost: $1,318,000, Roadway Improvement Cost: $264,000, Total Project Cost: $2,635,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 8650A, Location: 2.1 N SNOHOMISH CO (Lat: 48.323417, Lng: -122.328639), Route carried "on" structure: Interstate 5, Year Built: 1970, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 32,979 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 48,545 (year 2039), Design Load: HS 20+Mod, Features Intersected: HILL DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 353.734, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Bridge Improvement Cost: $1,318,000, Roadway Improvement Cost: $264,000, Total Project Cost: $2,635,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 8650B, Location: JCT I-5 (Lat: 48.341194, Lng: -122.335972), Route carried "on" structure: State highway 534, Year Built: 1970, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 8,030 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 11,820 (year 2039), Design Load: HS 20+Mod, Features Intersected: I-5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 25.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,928,000, Roadway Improvement Cost: $586,000, Total Project Cost: $5,856,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8650B, Location: JCT I-5 (Lat: 48.341194, Lng: -122.335972), Route carried "on" structure: State highway 534, Year Built: 1970, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 8,030 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 11,820 (year 2039), Design Load: HS 20+Mod, Features Intersected: I-5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 25.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,928,000, Roadway Improvement Cost: $586,000, Total Project Cost: $5,856,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8650C, Location: 3.8 N SNOHOMISH CO (Lat: 48.345000, Lng: -122.335278), Route carried "on" structure: Interstate 5, Year Built: 1970, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 72,880 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 107,279 (year 2039), Design Load: HS 20+Mod, Features Intersected: I-5 DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 356.470, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.6m (129.9ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021, Bridge Improvement Cost: $554,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,109,000 ( Estimate for 2014)
Structure Number: 8650C, Location: 3.8 N SNOHOMISH CO (Lat: 48.345000, Lng: -122.335278), Route carried "on" structure: Interstate 5, Year Built: 1970, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 72,880 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 107,279 (year 2039), Design Load: HS 20+Mod, Features Intersected: I-5 DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 356.470, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.6m (129.9ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021, Bridge Improvement Cost: $554,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,109,000 ( Estimate for 2014)
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Structure Number: 13135A, Location: 1.5 SW JCT INTERSTATE 5 (Lat: 48.323703, Lng: -122.343733), Route carried "on" structure: County highway 80090, Year Built: 1987, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 8,445 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 15,252 (year 2038), Design Load: HS 20+Mod, Features Intersected: FISHER SLOUGH, Facility Carried by Structure: PIONEER HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $889,000, Roadway Improvement Cost: $178,000, Total Project Cost: $1,778,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 13135A, Location: 1.5 SW JCT INTERSTATE 5 (Lat: 48.323703, Lng: -122.343733), Route carried "on" structure: County highway 80090, Year Built: 1987, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 8,445 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 15,252 (year 2038), Design Load: HS 20+Mod, Features Intersected: FISHER SLOUGH, Facility Carried by Structure: PIONEER HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $889,000, Roadway Improvement Cost: $178,000, Total Project Cost: $1,778,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 18840A, Location: 1.8 N SNOHOMISH CO (Lat: 48.318944, Lng: -122.325861), Route carried "on" structure: Interstate 5, Year Built: 2016, Status: Not yet open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 32,979 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 48,545 (year 2039), Design Load: HL 93, Features Intersected: FISHER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 353.187, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,188,000, Roadway Improvement Cost: $238,000, Total Project Cost: $2,376,000 ( 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: 18840A, Location: 1.8 N SNOHOMISH CO (Lat: 48.318944, Lng: -122.325861), Route carried "on" structure: Interstate 5, Year Built: 2016, Status: Not yet open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 32,979 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 48,545 (year 2039), Design Load: HL 93, Features Intersected: FISHER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 353.187, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,188,000, Roadway Improvement Cost: $238,000, Total Project Cost: $2,376,000 ( 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: 18840B, Location: 1.8 N SNOHOMISH CO (Lat: 48.318917, Lng: -122.326333), Route carried "on" structure: Interstate 5, Year Built: 2016, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 32,979 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 48,545 (year 2039), Design Load: HL 93, Features Intersected: FISHER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 353.203, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Bridge Improvement Cost: $1,188,000, Roadway Improvement Cost: $238,000, Total Project Cost: $2,376,000 ( 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: 18840B, Location: 1.8 N SNOHOMISH CO (Lat: 48.318917, Lng: -122.326333), Route carried "on" structure: Interstate 5, Year Built: 2016, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 32,979 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 48,545 (year 2039), Design Load: HL 93, Features Intersected: FISHER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 353.203, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Bridge Improvement Cost: $1,188,000, Roadway Improvement Cost: $238,000, Total Project Cost: $2,376,000 ( 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: 80791, Location: 1.0 E JCT CEDARDALE ROAD (Lat: 48.355936, Lng: -122.315136), Route carried "on" structure: County highway 86020, Year Built: 1981, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 63 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 77 (year 2039), Design Load: HS 20, Features Intersected: CARPENTER CRK., Facility Carried by Structure: E PETER JOHNSON 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: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 61.7 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $973,000, Roadway Improvement Cost: $195,000, Total Project Cost: $1,946,000 ( Estimate for 2014), Deck Structure Type: Other
Structure Number: 80791, Location: 1.0 E JCT CEDARDALE ROAD (Lat: 48.355936, Lng: -122.315136), Route carried "on" structure: County highway 86020, Year Built: 1981, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 63 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 77 (year 2039), Design Load: HS 20, Features Intersected: CARPENTER CRK., Facility Carried by Structure: E PETER JOHNSON 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: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 61.7 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $973,000, Roadway Improvement Cost: $195,000, Total Project Cost: $1,946,000 ( Estimate for 2014), Deck Structure Type: Other
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Structure Number: 82364, Location: 1.0 W JCT INTERSTATE 5 (Lat: 48.341333, Lng: -122.352278), Route carried "on" structure: County highway 40200, Year Built: 1972, Status: Posted for load, Structure Length: 27.68m (90.81ft), Average Daily Traffic: 5,294 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 9,561 (year 2037), Design Load: HS 20, Features Intersected: SO FK SKAGIT RIVER, Facility Carried by Structure: FIR ISLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 56.7m (186.0ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 25.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 27.98m (91.80ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Underwater Inspection Date: September 2018, Bridge Improvement Cost: $13,954,000, Roadway Improvement Cost: $2,791,000, Total Project Cost: $27,907,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 82364, Location: 1.0 W JCT INTERSTATE 5 (Lat: 48.341333, Lng: -122.352278), Route carried "on" structure: County highway 40200, Year Built: 1972, Status: Posted for load, Structure Length: 27.68m (90.81ft), Average Daily Traffic: 5,294 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 9,561 (year 2037), Design Load: HS 20, Features Intersected: SO FK SKAGIT RIVER, Facility Carried by Structure: FIR ISLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 56.7m (186.0ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 25.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 27.98m (91.80ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Underwater Inspection Date: September 2018, Bridge Improvement Cost: $13,954,000, Roadway Improvement Cost: $2,791,000, Total Project Cost: $27,907,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 82655, Location: 0.5 E JCT INTERSTATE 5 (Lat: 48.336514, Lng: -122.326411), Route carried "on" structure: County highway 85000, Year Built: 1980, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 77 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 114 (year 2038), Design Load: HS 20, Features Intersected: CARPENTER CREEK, Facility Carried by Structure: CONWAY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 25.4 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $707,000, Roadway Improvement Cost: $141,000, Total Project Cost: $1,414,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 82655, Location: 0.5 E JCT INTERSTATE 5 (Lat: 48.336514, Lng: -122.326411), Route carried "on" structure: County highway 85000, Year Built: 1980, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 77 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 114 (year 2038), Design Load: HS 20, Features Intersected: CARPENTER CREEK, Facility Carried by Structure: CONWAY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 25.4 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $707,000, Roadway Improvement Cost: $141,000, Total Project Cost: $1,414,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 83985, Location: 0.75 S JCT SR 534 (Lat: 48.323839, Lng: -122.328311), Route carried "on" structure: County highway 70550, Year Built: 1934, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 584 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 1,055 (year 2038), Design Load: H 15, Features Intersected: CARPENTER CREEK, Facility Carried by Structure: CEDARDALE 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: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,414,000, Roadway Improvement Cost: $283,000, Total Project Cost: $2,827,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83985, Location: 0.75 S JCT SR 534 (Lat: 48.323839, Lng: -122.328311), Route carried "on" structure: County highway 70550, Year Built: 1934, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 584 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 1,055 (year 2038), Design Load: H 15, Features Intersected: CARPENTER CREEK, Facility Carried by Structure: CEDARDALE 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: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,414,000, Roadway Improvement Cost: $283,000, Total Project Cost: $2,827,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8650B, Location: 3.4 N SNOHOMISH CO (Lat: 48.341194, Lng: -122.335972), Route carried "under" structure: Interstate 5, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 61,706 (year 2019), Truck Traffic: 10%, Features Intersected: I-5
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 355.778, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.7m (117.1ft)
Structure Number: 8650B, Location: 3.4 N SNOHOMISH CO (Lat: 48.341194, Lng: -122.335972), Route carried "under" structure: Interstate 5, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 61,706 (year 2019), Truck Traffic: 10%, Features Intersected: I-5
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 355.778, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.7m (117.1ft)