Bridge Statistics for Snohomish, Washington (WA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 354ft / 108mTotal length
- $88,490,000Total costs
- 212,064Total average daily traffic
- 18,382Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Snohomish
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11920-1929
- 21940-1949
- 11950-1959
- 31960-1969
- 61980-1989
- 21990-1999
- 12000-2009
- Bridge Condition - Deck
- 7.7%Very good
- 61.5%Good
- 23.1%Satisfactory
- 7.7%Fair
- Bridge Condition - Superstructure
- 7.7%Very good
- 38.5%Good
- 46.2%Satisfactory
- 7.7%Fair
- Bridge Condition - Substructure
- 7.7%Very good
- 53.8%Good
- 30.8%Satisfactory
- 7.7%Fair
- Bridge Condition - Channel
- 36.4%Very good
- 36.4%Good
- 9.1%Satisfactory
- 18.2%Fair
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Structure Number: 5727A, Location: 2.2 N JCT SR 96 (Lat: 47.909750, Lng: -122.108778), Route carried "on" structure: State highway 9, Year Built: 1959, Status: Open, Structure Length: 33.86m (111.09ft), Average Daily Traffic: 28,344 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 41,042 (year 2039), Design Load: HS 20, Features Intersected: SNOHOMISH RIVER
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 14.758, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Navigation Control: Yes ( Vertical Clearance: 6.7m (22.0ft), Horizontal Clearance: 90.2m (295.9ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 10, Length of Maximum Span: 91.4m (299.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 33.86m (111.09ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Critical Feature Inspection Date: October 2020, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $10,221,000, Roadway Improvement Cost: $2,044,000, Total Project Cost: $20,442,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 5727A, Location: 2.2 N JCT SR 96 (Lat: 47.909750, Lng: -122.108778), Route carried "on" structure: State highway 9, Year Built: 1959, Status: Open, Structure Length: 33.86m (111.09ft), Average Daily Traffic: 28,344 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 41,042 (year 2039), Design Load: HS 20, Features Intersected: SNOHOMISH RIVER
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 14.758, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Navigation Control: Yes ( Vertical Clearance: 6.7m (22.0ft), Horizontal Clearance: 90.2m (295.9ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 10, Length of Maximum Span: 91.4m (299.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 33.86m (111.09ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Critical Feature Inspection Date: October 2020, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $10,221,000, Roadway Improvement Cost: $2,044,000, Total Project Cost: $20,442,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 6347A, Location: 1.9 N JCT SR 96 (Lat: 47.905500, Lng: -122.109028), Route carried "on" structure: State highway 9, Year Built: 1960, Status: Open, Structure Length: 11.31m (37.11ft), Average Daily Traffic: 28,344 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 41,042 (year 2039), Design Load: HS 20, Features Intersected: SNOHOMISH R OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.291, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 14, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 36.3 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: 28.2 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.31m (37.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $3,413,000, Roadway Improvement Cost: $683,000, Total Project Cost: $6,826,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 6347A, Location: 1.9 N JCT SR 96 (Lat: 47.905500, Lng: -122.109028), Route carried "on" structure: State highway 9, Year Built: 1960, Status: Open, Structure Length: 11.31m (37.11ft), Average Daily Traffic: 28,344 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 41,042 (year 2039), Design Load: HS 20, Features Intersected: SNOHOMISH R OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.291, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 14, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 36.3 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: 28.2 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.31m (37.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $3,413,000, Roadway Improvement Cost: $683,000, Total Project Cost: $6,826,000 ( 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: 7157B, Location: 2.6 N JCT SR 96 (Lat: 47.915656, Lng: -122.108578), Route carried "on" structure: State highway 9, Year Built: 1963, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 20,234 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 29,298 (year 2039), Design Load: HS 20, Features Intersected: 2ND ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.385, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $1,932,000, Roadway Improvement Cost: $386,000, Total Project Cost: $3,864,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 7157B, Location: 2.6 N JCT SR 96 (Lat: 47.915656, Lng: -122.108578), Route carried "on" structure: State highway 9, Year Built: 1963, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 20,234 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 29,298 (year 2039), Design Load: HS 20, Features Intersected: 2ND ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.385, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $1,932,000, Roadway Improvement Cost: $386,000, Total Project Cost: $3,864,000 ( 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: 12050A, Location: 2.1 E JCT SR 9 (Lat: 47.935000, Lng: -122.070000), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 4,660 (year 2002), Truck Traffic: 3%, Average Future Daily Traffic: 9,492 (year 2032), Design Load: HS 20+Mod, Features Intersected: US 2, Facility Carried by Structure: THREE LAKES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.5 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: 39.5 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.68m (21.92ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,927,000, Roadway Improvement Cost: $385,000, Total Project Cost: $3,854,000 ( 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: 12050A, Location: 2.1 E JCT SR 9 (Lat: 47.935000, Lng: -122.070000), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 4,660 (year 2002), Truck Traffic: 3%, Average Future Daily Traffic: 9,492 (year 2032), Design Load: HS 20+Mod, Features Intersected: US 2, Facility Carried by Structure: THREE LAKES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.5 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: 39.5 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.68m (21.92ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,927,000, Roadway Improvement Cost: $385,000, Total Project Cost: $3,854,000 ( 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: 12149A, Location: 3.3 E JCT SR 9 (Lat: 47.915614, Lng: -122.072203), Route carried "on" structure: County highway 2, Year Built: 1983, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 8,656 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 13,642 (year 2036), Design Load: HS 20, Features Intersected: US 2, Facility Carried by Structure: 88TH ST SE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.6 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.19m (20.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,705,000, Roadway Improvement Cost: $341,000, Total Project Cost: $3,410,000 ( 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: 12149A, Location: 3.3 E JCT SR 9 (Lat: 47.915614, Lng: -122.072203), Route carried "on" structure: County highway 2, Year Built: 1983, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 8,656 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 13,642 (year 2036), Design Load: HS 20, Features Intersected: US 2, Facility Carried by Structure: 88TH ST SE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.6 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.19m (20.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,705,000, Roadway Improvement Cost: $341,000, Total Project Cost: $3,410,000 ( 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: 80748, Location: 0.5 S JCT Three Lk Rd/SR2 (Lat: 47.927989, Lng: -122.072044), Route carried "on" structure: County highway 46760, Year Built: 1964, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 15 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 50 (year 2043), Design Load: H 15, Features Intersected: TRIB. PILCHUCK RIVER, Facility Carried by Structure: 120TH AVE. SE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 47.2 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $502,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,003,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 80748, Location: 0.5 S JCT Three Lk Rd/SR2 (Lat: 47.927989, Lng: -122.072044), Route carried "on" structure: County highway 46760, Year Built: 1964, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 15 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 50 (year 2043), Design Load: H 15, Features Intersected: TRIB. PILCHUCK RIVER, Facility Carried by Structure: 120TH AVE. SE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 47.2 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $502,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,003,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 81565, Location: 1.1 N JCT SR#9 (Lat: 47.910189, Lng: -122.098711), Route carried "on" structure: County highway 24140, Year Built: 1983, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 18,119 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 20,000 (year 2038), Design Load: HS 20, Features Intersected: SNOHOMISH R., Facility Carried by Structure: AIRPORT WAY
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.001, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 48.8m (160.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.28m (37.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Critical Feature Inspection Date: July 2020, Underwater Inspection Date: July 2019, Bridge Improvement Cost: $7,400,000, Roadway Improvement Cost: $1,480,000, Total Project Cost: $14,800,000 ( 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: 81565, Location: 1.1 N JCT SR#9 (Lat: 47.910189, Lng: -122.098711), Route carried "on" structure: County highway 24140, Year Built: 1983, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 18,119 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 20,000 (year 2038), Design Load: HS 20, Features Intersected: SNOHOMISH R., Facility Carried by Structure: AIRPORT WAY
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.001, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 48.8m (160.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.28m (37.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Critical Feature Inspection Date: July 2020, Underwater Inspection Date: July 2019, Bridge Improvement Cost: $7,400,000, Roadway Improvement Cost: $1,480,000, Total Project Cost: $14,800,000 ( 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: 82311, Location: 0.7 SE JCT SR 2 (Lat: 47.918714, Lng: -122.083217), Route carried "on" structure: County highway 46700, Year Built: 1924, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 421 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,000 (year 2042), Design Load: HS 15, Features Intersected: PILCHUCK RIVER, Facility Carried by Structure: 86TH ST SE
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.25m (23.79ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: July 2020, Bridge Improvement Cost: $3,618,000, Roadway Improvement Cost: $724,000, Total Project Cost: $7,235,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 82311, Location: 0.7 SE JCT SR 2 (Lat: 47.918714, Lng: -122.083217), Route carried "on" structure: County highway 46700, Year Built: 1924, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 421 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,000 (year 2042), Design Load: HS 15, Features Intersected: PILCHUCK RIVER, Facility Carried by Structure: 86TH ST SE
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.25m (23.79ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: July 2020, Bridge Improvement Cost: $3,618,000, Roadway Improvement Cost: $724,000, Total Project Cost: $7,235,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 82328, Location: 0.38W INT SR-2 (Lat: 47.913306, Lng: -122.079792), Route carried "on" structure: County highway 46440, Year Built: 1948, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 15,682 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 20,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: OVERFLOW CHANNEL, Facility Carried by Structure: 92 ND ST SE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 2.87m (9.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,429,000, Roadway Improvement Cost: $286,000, Total Project Cost: $2,858,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 82328, Location: 0.38W INT SR-2 (Lat: 47.913306, Lng: -122.079792), Route carried "on" structure: County highway 46440, Year Built: 1948, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 15,682 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 20,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: OVERFLOW CHANNEL, Facility Carried by Structure: 92 ND ST SE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 2.87m (9.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,429,000, Roadway Improvement Cost: $286,000, Total Project Cost: $2,858,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 82334, Location: 0.54 W INT SR2 (Lat: 47.913072, Lng: -122.082850), Route carried "on" structure: County highway 46440, Year Built: 1948, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 13,700 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 20,000 (year 2042), Design Load: H 20, Features Intersected: PILCHUCK R., Facility Carried by Structure: 92 ND ST SE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 58.0 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: 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: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $3,648,000, Roadway Improvement Cost: $730,000, Total Project Cost: $7,296,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 82334, Location: 0.54 W INT SR2 (Lat: 47.913072, Lng: -122.082850), Route carried "on" structure: County highway 46440, Year Built: 1948, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 13,700 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 20,000 (year 2042), Design Load: H 20, Features Intersected: PILCHUCK R., Facility Carried by Structure: 92 ND ST SE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 58.0 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: 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: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $3,648,000, Roadway Improvement Cost: $730,000, Total Project Cost: $7,296,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 85951, Location: 1.9 N JCT SR 2 (Lat: 47.934722, Lng: -122.073889), Route carried "on" structure: County highway 94710, Year Built: 1992, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 4,922 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 8,000 (year 2042), Design Load: HS 20, Features Intersected: PILCHUCK RIVER, Facility Carried by Structure: THREE LAKES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.77m (22.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $3,374,000, Roadway Improvement Cost: $675,000, Total Project Cost: $6,749,000 ( 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: 85951, Location: 1.9 N JCT SR 2 (Lat: 47.934722, Lng: -122.073889), Route carried "on" structure: County highway 94710, Year Built: 1992, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 4,922 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 8,000 (year 2042), Design Load: HS 20, Features Intersected: PILCHUCK RIVER, Facility Carried by Structure: THREE LAKES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.77m (22.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $3,374,000, Roadway Improvement Cost: $675,000, Total Project Cost: $6,749,000 ( 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: 86357, Location: 0.1 SW INT SR2 (Lat: 47.913750, Lng: -122.075694), Route carried "on" structure: County highway 46440, Year Built: 1986, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 13,397 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 20,000 (year 2043), Features Intersected: PILCHUCK R. OVERFLOW, Facility Carried by Structure: 92ND ST SE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: 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: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $912,000, Roadway Improvement Cost: $182,000, Total Project Cost: $1,824,000 ( Estimate for 2014)
Structure Number: 86357, Location: 0.1 SW INT SR2 (Lat: 47.913750, Lng: -122.075694), Route carried "on" structure: County highway 46440, Year Built: 1986, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 13,397 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 20,000 (year 2043), Features Intersected: PILCHUCK R. OVERFLOW, Facility Carried by Structure: 92ND ST SE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: 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: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $912,000, Roadway Improvement Cost: $182,000, Total Project Cost: $1,824,000 ( Estimate for 2014)
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Structure Number: 86404, Location: 0.8 S JCT SR 2 (Lat: 47.901589, Lng: -122.087192), Route carried "on" structure: County highway 92665, Year Built: 1999, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 4,211 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 7,500 (year 2042), Design Load: HS 25 or greater, Features Intersected: PILCHUCK RIVER, Facility Carried by Structure: SNOHOMISH MNRO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.51m (14.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,250,000, Roadway Improvement Cost: $450,000, Total Project Cost: $4,499,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 86404, Location: 0.8 S JCT SR 2 (Lat: 47.901589, Lng: -122.087192), Route carried "on" structure: County highway 92665, Year Built: 1999, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 4,211 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 7,500 (year 2042), Design Load: HS 25 or greater, Features Intersected: PILCHUCK RIVER, Facility Carried by Structure: SNOHOMISH MNRO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.51m (14.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,250,000, Roadway Improvement Cost: $450,000, Total Project Cost: $4,499,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 86518, Location: 1.8 S JCT SR2 (Lat: 47.889703, Lng: -122.073981), Route carried "on" structure: County highway 92665, Year Built: 2000, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 4,129 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 7,000 (year 2042), Design Load: HS 25 or greater, Features Intersected: FRENCH CREEK, Facility Carried by Structure: SNOHOMISH-MONRO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 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, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,915,000, Roadway Improvement Cost: $383,000, Total Project Cost: $3,830,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Galvanized Reinforcing
Structure Number: 86518, Location: 1.8 S JCT SR2 (Lat: 47.889703, Lng: -122.073981), Route carried "on" structure: County highway 92665, Year Built: 2000, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 4,129 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 7,000 (year 2042), Design Load: HS 25 or greater, Features Intersected: FRENCH CREEK, Facility Carried by Structure: SNOHOMISH-MONRO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 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, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,915,000, Roadway Improvement Cost: $383,000, Total Project Cost: $3,830,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Galvanized Reinforcing
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Structure Number: 12050A, Location: 2.1 E JCT SR 9 (Lat: 47.935000, Lng: -122.070000), Route carried "under" structure: US 2, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 23,231 (year 2019), Truck Traffic: 7%, Features Intersected: US 2, Facility Carried by Structure: THREE LAKES RD
Minimum Vertical Clearance: 7.57m (24.84ft), Kilometerpoint: 11.442, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.2m (99.1ft)
Structure Number: 12050A, Location: 2.1 E JCT SR 9 (Lat: 47.935000, Lng: -122.070000), Route carried "under" structure: US 2, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 23,231 (year 2019), Truck Traffic: 7%, Features Intersected: US 2, Facility Carried by Structure: THREE LAKES RD
Minimum Vertical Clearance: 7.57m (24.84ft), Kilometerpoint: 11.442, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.2m (99.1ft)
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Structure Number: 12149A, Location: 3.3 E JCT SR 9 (Lat: 47.915614, Lng: -122.072203), Route carried "under" structure: US 2, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 19,788 (year 2019), Truck Traffic: 7%, Features Intersected: US 2, Facility Carried by Structure: 88TH ST SE
Minimum Vertical Clearance: 7.44m (24.41ft), Kilometerpoint: 13.696, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: 12149A, Location: 3.3 E JCT SR 9 (Lat: 47.915614, Lng: -122.072203), Route carried "under" structure: US 2, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 19,788 (year 2019), Truck Traffic: 7%, Features Intersected: US 2, Facility Carried by Structure: 88TH ST SE
Minimum Vertical Clearance: 7.44m (24.41ft), Kilometerpoint: 13.696, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
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Structure Number: 82486, Location: 0.6 S JCT SR 2 (Lat: 47.903422, Lng: -122.087414), Route carried "under" structure: County highway 92665, Year Built: 1910, Structure Length: 0. m, Average Daily Traffic: 4,211 (year 2019), Truck Traffic: 9%, Features Intersected: LINCOLN AVE., Facility Carried by Structure: BNSF RR
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.001, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 9.4m (30.8ft)
Structure Number: 82486, Location: 0.6 S JCT SR 2 (Lat: 47.903422, Lng: -122.087414), Route carried "under" structure: County highway 92665, Year Built: 1910, Structure Length: 0. m, Average Daily Traffic: 4,211 (year 2019), Truck Traffic: 9%, Features Intersected: LINCOLN AVE., Facility Carried by Structure: BNSF RR
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.001, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 9.4m (30.8ft)