Bridge Statistics for Silvana, Washington (WA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 351ft / 107mTotal length
- $91,974,000Total costs
- 280,336Total average daily traffic
- 25,673Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Silvana
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 21930-1939
- 11950-1959
- 21960-1969
- 41970-1979
- 11980-1989
- 21990-1999
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 01980-1989
- 11990-1999
- Bridge Condition - Deck
- 23.1%Very good
- 30.8%Good
- 38.5%Satisfactory
- 7.7%Serious
- Bridge Condition - Superstructure
- 7.7%Very good
- 30.8%Good
- 38.5%Satisfactory
- 23.1%Fair
- Bridge Condition - Substructure
- 46.2%Good
- 46.2%Satisfactory
- 7.7%Fair
- Bridge Condition - Channel
- 16.7%Very good
- 41.7%Good
- 41.7%Satisfactory
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Structure Number: 364B, Location: 8.0 E JCT SR 532 (Lat: 48.190933, Lng: -122.231167), Route carried "on" structure: County highway 97950, Year Built: 1919, Year Reconstructed: 2003, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 4,110 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 6,000 (year 2042), Features Intersected: THOMSEN SLOUGH, Facility Carried by Structure: PIONEER HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $760,000, Roadway Improvement Cost: $152,000, Total Project Cost: $1,520,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Galvanized Reinforcing
Structure Number: 364B, Location: 8.0 E JCT SR 532 (Lat: 48.190933, Lng: -122.231167), Route carried "on" structure: County highway 97950, Year Built: 1919, Year Reconstructed: 2003, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 4,110 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 6,000 (year 2042), Features Intersected: THOMSEN SLOUGH, Facility Carried by Structure: PIONEER HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $760,000, Roadway Improvement Cost: $152,000, Total Project Cost: $1,520,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Galvanized Reinforcing
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Structure Number: 1652A, Location: 0.7 N JCT SR 530 (Lat: 48.197397, Lng: -122.210478), Route carried "on" structure: Interstate 5, Year Built: 1933, Status: Posted for load, Structure Length: 26.18m (85.89ft), Average Daily Traffic: 45,439 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 65,795 (year 2039), Design Load: H 15, Features Intersected: STILLAGUAMISH RIVER
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 336.916, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 61.0m (200.1ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 26.18m (85.89ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Critical Feature Inspection Date: March 2020, Bridge Improvement Cost: $10,308,000, Roadway Improvement Cost: $2,062,000, Total Project Cost: $20,616,000 ( 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: 1652A, Location: 0.7 N JCT SR 530 (Lat: 48.197397, Lng: -122.210478), Route carried "on" structure: Interstate 5, Year Built: 1933, Status: Posted for load, Structure Length: 26.18m (85.89ft), Average Daily Traffic: 45,439 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 65,795 (year 2039), Design Load: H 15, Features Intersected: STILLAGUAMISH RIVER
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 336.916, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 61.0m (200.1ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 26.18m (85.89ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Critical Feature Inspection Date: March 2020, Bridge Improvement Cost: $10,308,000, Roadway Improvement Cost: $2,062,000, Total Project Cost: $20,616,000 ( 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: 4736B, Location: 2.0 N JCT SR 530 (Lat: 48.213333, Lng: -122.218333), Route carried "on" structure: Interstate 5, Year Built: 1954, Year Reconstructed: 1972, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 42,069 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 60,915 (year 2039), Design Load: HS 20+Mod, Features Intersected: PILCHUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 338.912, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), 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: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 24.6 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: 19.1 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: Meets minimum limits, 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: 6.49m (21.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,300,000, Roadway Improvement Cost: $460,000, Total Project Cost: $4,601,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 4736B, Location: 2.0 N JCT SR 530 (Lat: 48.213333, Lng: -122.218333), Route carried "on" structure: Interstate 5, Year Built: 1954, Year Reconstructed: 1972, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 42,069 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 60,915 (year 2039), Design Load: HS 20+Mod, Features Intersected: PILCHUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 338.912, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), 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: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 24.6 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: 19.1 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: Meets minimum limits, 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: 6.49m (21.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,300,000, Roadway Improvement Cost: $460,000, Total Project Cost: $4,601,000 ( 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: 8791A, Location: 0.7 N JCT SR 530 (Lat: 48.196417, Lng: -122.209472), Route carried "on" structure: Interstate 5, Year Built: 1971, Status: Open, Structure Length: 20.15m (66.11ft), Average Daily Traffic: 45,439 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 65,795 (year 2039), Design Load: HS 20+Mod, Features Intersected: STILLAGUAMISH R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 336.916, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 61.9m (203.1ft), 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: 16.8m (55.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 20.15m (66.11ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: April 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $8,196,000, Roadway Improvement Cost: $1,639,000, Total Project Cost: $16,393,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8791A, Location: 0.7 N JCT SR 530 (Lat: 48.196417, Lng: -122.209472), Route carried "on" structure: Interstate 5, Year Built: 1971, Status: Open, Structure Length: 20.15m (66.11ft), Average Daily Traffic: 45,439 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 65,795 (year 2039), Design Load: HS 20+Mod, Features Intersected: STILLAGUAMISH R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 336.916, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 61.9m (203.1ft), 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: 16.8m (55.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 20.15m (66.11ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: April 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $8,196,000, Roadway Improvement Cost: $1,639,000, Total Project Cost: $16,393,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9130A, Location: 1.6 N JCT SR 530 (Lat: 48.209861, Lng: -122.216583), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 5,286 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 8,330 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-5, Facility Carried by Structure: 236TH ST NE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 27.5 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: 21.4 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.23m (27.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $2,160,000, Roadway Improvement Cost: $432,000, Total Project Cost: $4,320,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9130A, Location: 1.6 N JCT SR 530 (Lat: 48.209861, Lng: -122.216583), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 5,286 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 8,330 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-5, Facility Carried by Structure: 236TH ST NE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 27.5 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: 21.4 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.23m (27.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $2,160,000, Roadway Improvement Cost: $432,000, Total Project Cost: $4,320,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9130B, Location: 2.0 N JCT SR 530 (Lat: 48.214250, Lng: -122.217250), Route carried "on" structure: Interstate 5, Year Built: 1973, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 42,069 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 60,915 (year 2039), Design Load: HS 20+Mod, Features Intersected: PILCHUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 338.944, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.6 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.33m (30.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $4,406,000, Roadway Improvement Cost: $881,000, Total Project Cost: $8,813,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9130B, Location: 2.0 N JCT SR 530 (Lat: 48.214250, Lng: -122.217250), Route carried "on" structure: Interstate 5, Year Built: 1973, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 42,069 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 60,915 (year 2039), Design Load: HS 20+Mod, Features Intersected: PILCHUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 338.944, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.6 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.33m (30.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $4,406,000, Roadway Improvement Cost: $881,000, Total Project Cost: $8,813,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 79669, Location: 0.6 NE JCT SR 530 (Lat: 48.201653, Lng: -122.237489), Route carried "on" structure: County highway 64580, Year Built: 1981, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 77 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 100 (year 2042), Design Load: HS 15, Features Intersected: KOCH'S SLOUGH FLOODWAY, Facility Carried by Structure: HEVLY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $942,000, Roadway Improvement Cost: $188,000, Total Project Cost: $1,885,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 79669, Location: 0.6 NE JCT SR 530 (Lat: 48.201653, Lng: -122.237489), Route carried "on" structure: County highway 64580, Year Built: 1981, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 77 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 100 (year 2042), Design Load: HS 15, Features Intersected: KOCH'S SLOUGH FLOODWAY, Facility Carried by Structure: HEVLY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $942,000, Roadway Improvement Cost: $188,000, Total Project Cost: $1,885,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 79892, Location: 0.6 W JCT PIONEER HY (Lat: 48.198956, Lng: -122.265144), Route carried "on" structure: County highway 96847, Year Built: 1963, Status: Open, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 3,883 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 5,000 (year 2042), Design Load: H 15, Features Intersected: SO SLOUGH STILLAGUAMISH, Facility Carried by Structure: LARSON 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), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, 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: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.51m (31.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 2020, Other Special Inspection Date: July 2020, Bridge Improvement Cost: $4,742,000, Roadway Improvement Cost: $948,000, Total Project Cost: $9,485,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 79892, Location: 0.6 W JCT PIONEER HY (Lat: 48.198956, Lng: -122.265144), Route carried "on" structure: County highway 96847, Year Built: 1963, Status: Open, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 3,883 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 5,000 (year 2042), Design Load: H 15, Features Intersected: SO SLOUGH STILLAGUAMISH, Facility Carried by Structure: LARSON 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), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, 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: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.51m (31.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 2020, Other Special Inspection Date: July 2020, Bridge Improvement Cost: $4,742,000, Roadway Improvement Cost: $948,000, Total Project Cost: $9,485,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 80511, Location: 0.4 W JCT SR5 (Lat: 48.209944, Lng: -122.226175), Route carried "on" structure: County highway 97881, Year Built: 1968, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 1,445 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 2,500 (year 2042), Design Load: HS 20, Features Intersected: PILCHUCK CREEK, Facility Carried by Structure: 236 ST NE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,964,000, Roadway Improvement Cost: $593,000, Total Project Cost: $5,928,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 80511, Location: 0.4 W JCT SR5 (Lat: 48.209944, Lng: -122.226175), Route carried "on" structure: County highway 97881, Year Built: 1968, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 1,445 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 2,500 (year 2042), Design Load: HS 20, Features Intersected: PILCHUCK CREEK, Facility Carried by Structure: 236 ST NE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,964,000, Roadway Improvement Cost: $593,000, Total Project Cost: $5,928,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 84183, Location: 2.0 N JCT SR 530 (Lat: 48.213531, Lng: -122.218439), Route carried "on" structure: ServiceCounty highway 70970, Year Built: 1933, Status: Posted for load, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 428 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 700 (year 2042), Design Load: HS 15, Features Intersected: PILCHUCK CREEK, Facility Carried by Structure: OLD 99
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 12.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 5.82m (19.09ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: July 2020, Other Special Inspection Date: July 2020, Bridge Improvement Cost: $1,986,000, Roadway Improvement Cost: $397,000, Total Project Cost: $3,973,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 84183, Location: 2.0 N JCT SR 530 (Lat: 48.213531, Lng: -122.218439), Route carried "on" structure: ServiceCounty highway 70970, Year Built: 1933, Status: Posted for load, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 428 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 700 (year 2042), Design Load: HS 15, Features Intersected: PILCHUCK CREEK, Facility Carried by Structure: OLD 99
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 12.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 5.82m (19.09ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: July 2020, Other Special Inspection Date: July 2020, Bridge Improvement Cost: $1,986,000, Roadway Improvement Cost: $397,000, Total Project Cost: $3,973,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 85764, Location: 0.4 MI W JCT SR530 (Lat: 48.188244, Lng: -122.233775), Route carried "on" structure: County highway 96843, Year Built: 1990, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 1,307 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 2,000 (year 2042), Design Load: HS 20, Features Intersected: PORTAGE CREEK, Facility Carried by Structure: 212 TH ST NE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.24m (13.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $2,113,000, Roadway Improvement Cost: $423,000, Total Project Cost: $4,226,000 ( 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: 85764, Location: 0.4 MI W JCT SR530 (Lat: 48.188244, Lng: -122.233775), Route carried "on" structure: County highway 96843, Year Built: 1990, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 1,307 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 2,000 (year 2042), Design Load: HS 20, Features Intersected: PORTAGE CREEK, Facility Carried by Structure: 212 TH ST NE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.24m (13.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $2,113,000, Roadway Improvement Cost: $423,000, Total Project Cost: $4,226,000 ( 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: 86397, Location: 2.0 W JCT I-5 (Lat: 48.196661, Lng: -122.244272), Route carried "on" structure: County highway 97950, Year Built: 1998, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 4,105 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 7,500 (year 2042), Design Load: HS 25 or greater, Features Intersected: STILLAGUAMISH RIVER, Facility Carried by Structure: PIONEER HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 51.5m (169.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $3,739,000, Roadway Improvement Cost: $748,000, Total Project Cost: $7,478,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 86397, Location: 2.0 W JCT I-5 (Lat: 48.196661, Lng: -122.244272), Route carried "on" structure: County highway 97950, Year Built: 1998, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 4,105 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 7,500 (year 2042), Design Load: HS 25 or greater, Features Intersected: STILLAGUAMISH RIVER, Facility Carried by Structure: PIONEER HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 51.5m (169.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $3,739,000, Roadway Improvement Cost: $748,000, Total Project Cost: $7,478,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
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Structure Number: 87238, Location: 0.8 NE SR530 (Lat: 48.201858, Lng: -122.234281), Route carried "on" structure: County highway 64580, Year Built: 2005, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 77 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2041), Design Load: HS 15, Features Intersected: STILLAGUAMISH SLOUGH, Facility Carried by Structure: HEVLY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,368,000, Roadway Improvement Cost: $274,000, Total Project Cost: $2,736,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 87238, Location: 0.8 NE SR530 (Lat: 48.201858, Lng: -122.234281), Route carried "on" structure: County highway 64580, Year Built: 2005, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 77 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2041), Design Load: HS 15, Features Intersected: STILLAGUAMISH SLOUGH, Facility Carried by Structure: HEVLY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,368,000, Roadway Improvement Cost: $274,000, Total Project Cost: $2,736,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9130A, Location: 1.6 N JCT SR 530 (Lat: 48.209861, Lng: -122.216583), Route carried "under" structure: Interstate 5, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 84,137 (year 2019), Truck Traffic: 9%, Features Intersected: I-5, Facility Carried by Structure: 236TH ST NE
Minimum Vertical Clearance: 6.20m (20.34ft), Kilometerpoint: 338.461, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.1m (134.8ft)
Structure Number: 9130A, Location: 1.6 N JCT SR 530 (Lat: 48.209861, Lng: -122.216583), Route carried "under" structure: Interstate 5, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 84,137 (year 2019), Truck Traffic: 9%, Features Intersected: I-5, Facility Carried by Structure: 236TH ST NE
Minimum Vertical Clearance: 6.20m (20.34ft), Kilometerpoint: 338.461, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.1m (134.8ft)
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Structure Number: 88573, Location: 1.2 W JCT PIONEER HWY (Lat: 48.208019, Lng: -122.265247), Route carried "under" structure: County highway 97880, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 465 (year 2018), Truck Traffic: 10%, Features Intersected: NORMAN ROAD, Facility Carried by Structure: BNSF RAILROAD
Minimum Vertical Clearance: 3.25m (10.66ft), Kilometerpoint: 0.001, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.3m (37.1ft)
Structure Number: 88573, Location: 1.2 W JCT PIONEER HWY (Lat: 48.208019, Lng: -122.265247), Route carried "under" structure: County highway 97880, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 465 (year 2018), Truck Traffic: 10%, Features Intersected: NORMAN ROAD, Facility Carried by Structure: BNSF RAILROAD
Minimum Vertical Clearance: 3.25m (10.66ft), Kilometerpoint: 0.001, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.3m (37.1ft)