Bridge Statistics for Hoquiam, Washington (WA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 571ft / 174mTotal length
- $93,673,000Total costs
- 74,697Total average daily traffic
- 6,005Total average daily truck traffic
- 85,535Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Hoquiam
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 41940-1949
- 31950-1959
- 21970-1979
- 21980-1989
- 21990-1999
- 22000-2009
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 01950-1959
- 01960-1969
- 21970-1979
- 11980-1989
- Bridge Condition - Deck
- 66.7%Good
- 20.0%Satisfactory
- 13.3%Fair
- Bridge Condition - Superstructure
- 6.7%Very good
- 33.3%Good
- 53.3%Satisfactory
- 6.7%Poor
- Bridge Condition - Substructure
- 40.0%Good
- 40.0%Satisfactory
- 13.3%Fair
- 6.7%Poor
- Bridge Condition - Channel
- 70.6%Very good
- 23.5%Satisfactory
- 5.9%Fair
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Good
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Structure Number: 1084A, Location: 3.3 N JCT US 12 (Lat: 46.975367, Lng: -123.873339), Route carried "on" structure: US 101, Year Built: 1928, Year Reconstructed: 1948, Status: Posted for load, Structure Length: 60.35m (198.00ft), Average Daily Traffic: 12,826 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 14,672 (year 2039), Design Load: H 20, Features Intersected: HOQUIAM RIVER
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 141.606, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Navigation Control: Yes ( Vertical Clearance: 30.5m (100.1ft), Horizontal Clearance: 38.1m (125.0ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 86, Length of Maximum Span: 61.0m (200.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 17.8 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: 13.6 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: High priority of corrective action, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 60.35m (198.00ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Underwater Inspection Date: August 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $14,652,000, Roadway Improvement Cost: $2,930,000, Total Project Cost: $29,304,000 ( Estimate for 2014), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 1084A, Location: 3.3 N JCT US 12 (Lat: 46.975367, Lng: -123.873339), Route carried "on" structure: US 101, Year Built: 1928, Year Reconstructed: 1948, Status: Posted for load, Structure Length: 60.35m (198.00ft), Average Daily Traffic: 12,826 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 14,672 (year 2039), Design Load: H 20, Features Intersected: HOQUIAM RIVER
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 141.606, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Navigation Control: Yes ( Vertical Clearance: 30.5m (100.1ft), Horizontal Clearance: 38.1m (125.0ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 86, Length of Maximum Span: 61.0m (200.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 17.8 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: 13.6 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: High priority of corrective action, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 60.35m (198.00ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Underwater Inspection Date: August 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $14,652,000, Roadway Improvement Cost: $2,930,000, Total Project Cost: $29,304,000 ( Estimate for 2014), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 2621A, Location: 13.6 N JCT SR 105 SP (Lat: 46.940000, Lng: -123.877361), Route carried "on" structure: State highway 105, Year Built: 1940, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 6,419 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 7,343 (year 2039), Design Load: H 15, Features Intersected: CHAPIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.795, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $496,000, Roadway Improvement Cost: $99,000, Total Project Cost: $992,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2621A, Location: 13.6 N JCT SR 105 SP (Lat: 46.940000, Lng: -123.877361), Route carried "on" structure: State highway 105, Year Built: 1940, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 6,419 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 7,343 (year 2039), Design Load: H 15, Features Intersected: CHAPIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.795, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $496,000, Roadway Improvement Cost: $99,000, Total Project Cost: $992,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2984A, Location: 12.1 N JCT SR 105 SP (Lat: 46.933556, Lng: -123.908306), Route carried "on" structure: State highway 105, Year Built: 1945, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 6,419 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 7,343 (year 2039), Design Load: H 15, Features Intersected: STAFFORD CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.333, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 58.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Bridge Improvement Cost: $696,000, Roadway Improvement Cost: $139,000, Total Project Cost: $1,392,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2984A, Location: 12.1 N JCT SR 105 SP (Lat: 46.933556, Lng: -123.908306), Route carried "on" structure: State highway 105, Year Built: 1945, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 6,419 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 7,343 (year 2039), Design Load: H 15, Features Intersected: STAFFORD CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.333, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 58.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Bridge Improvement Cost: $696,000, Roadway Improvement Cost: $139,000, Total Project Cost: $1,392,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2984B, Location: 12.6 N JCT SR 105 SP (Lat: 46.935778, Lng: -123.897500), Route carried "on" structure: State highway 105, Year Built: 1945, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 6,419 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 7,343 (year 2039), Design Load: H 15, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.186, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2018, Bridge Improvement Cost: $696,000, Roadway Improvement Cost: $139,000, Total Project Cost: $1,392,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2984B, Location: 12.6 N JCT SR 105 SP (Lat: 46.935778, Lng: -123.897500), Route carried "on" structure: State highway 105, Year Built: 1945, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 6,419 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 7,343 (year 2039), Design Load: H 15, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.186, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2018, Bridge Improvement Cost: $696,000, Roadway Improvement Cost: $139,000, Total Project Cost: $1,392,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2984C, Location: 13.1 N JCT SR 105 SP (Lat: 46.937889, Lng: -123.887806), Route carried "on" structure: State highway 105, Year Built: 1945, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 6,419 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 7,343 (year 2039), Design Load: H 15, Features Intersected: CAMPBELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.974, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Bridge Improvement Cost: $521,000, Roadway Improvement Cost: $104,000, Total Project Cost: $1,042,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2984C, Location: 13.1 N JCT SR 105 SP (Lat: 46.937889, Lng: -123.887806), Route carried "on" structure: State highway 105, Year Built: 1945, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 6,419 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 7,343 (year 2039), Design Load: H 15, Features Intersected: CAMPBELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.974, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Bridge Improvement Cost: $521,000, Roadway Improvement Cost: $104,000, Total Project Cost: $1,042,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5197A, Location: 6.5 N JCT US 101 (Lat: 47.003783, Lng: -124.001561), Route carried "on" structure: State highway 109, Year Built: 1956, Status: Temporarily open, Structure Length: 11.16m (36.61ft), Average Daily Traffic: 6,792 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 7,770 (year 2039), Design Load: HS 15, Features Intersected: GRASS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.380, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 14, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Very good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.16m (36.61ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: June 2018, Bridge Improvement Cost: $2,928,000, Roadway Improvement Cost: $586,000, Total Project Cost: $5,856,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5197A, Location: 6.5 N JCT US 101 (Lat: 47.003783, Lng: -124.001561), Route carried "on" structure: State highway 109, Year Built: 1956, Status: Temporarily open, Structure Length: 11.16m (36.61ft), Average Daily Traffic: 6,792 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 7,770 (year 2039), Design Load: HS 15, Features Intersected: GRASS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.380, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 14, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Very good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.16m (36.61ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: June 2018, Bridge Improvement Cost: $2,928,000, Roadway Improvement Cost: $586,000, Total Project Cost: $5,856,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5534A, Location: 4.4 N JCT SR 109 (Lat: 47.030917, Lng: -123.922000), Route carried "on" structure: US 101, Year Built: 1957, Year Reconstructed: 1977, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 4,706 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 5,383 (year 2039), Design Load: HS 20+Mod, Features Intersected: BERNARD CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 147.850, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 42.8 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: 33.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.14m (10.30ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Bridge Improvement Cost: $906,000, Roadway Improvement Cost: $181,000, Total Project Cost: $1,813,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5534A, Location: 4.4 N JCT SR 109 (Lat: 47.030917, Lng: -123.922000), Route carried "on" structure: US 101, Year Built: 1957, Year Reconstructed: 1977, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 4,706 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 5,383 (year 2039), Design Load: HS 20+Mod, Features Intersected: BERNARD CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 147.850, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 42.8 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: 33.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.14m (10.30ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Bridge Improvement Cost: $906,000, Roadway Improvement Cost: $181,000, Total Project Cost: $1,813,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5808A, Location: 1.4 N JCT SR 109 (Lat: 46.994028, Lng: -123.894722), Route carried "on" structure: US 101, Year Built: 1958, Year Reconstructed: 1984, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 5,152 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 5,893 (year 2039), Design Load: HS 20, Features Intersected: LITTLE HOQUIAM R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 143.135, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.5 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.22m (23.69ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Bridge Improvement Cost: $2,560,000, Roadway Improvement Cost: $512,000, Total Project Cost: $5,119,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 5808A, Location: 1.4 N JCT SR 109 (Lat: 46.994028, Lng: -123.894722), Route carried "on" structure: US 101, Year Built: 1958, Year Reconstructed: 1984, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 5,152 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 5,893 (year 2039), Design Load: HS 20, Features Intersected: LITTLE HOQUIAM R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 143.135, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.5 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.22m (23.69ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Bridge Improvement Cost: $2,560,000, Roadway Improvement Cost: $512,000, Total Project Cost: $5,119,000 ( 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: 8574A, Location: 3.3 N JCT US 12 (Lat: 46.979525, Lng: -123.883169), Route carried "on" structure: US 101, Year Built: 1970, Status: Open, Structure Length: 14.17m (46.49ft), Average Daily Traffic: 13,527 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 15,474 (year 2039), Design Load: HS 20+Mod, Features Intersected: HOQUIAM RIVER
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 140.512, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 45.7m (149.9ft)), Material/Design: Steel, Design/Construction: Movable - Lift, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 64.9m (212.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 14.17m (46.49ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Underwater Inspection Date: November 2017, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $3,441,000, Roadway Improvement Cost: $688,000, Total Project Cost: $6,882,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8574A, Location: 3.3 N JCT US 12 (Lat: 46.979525, Lng: -123.883169), Route carried "on" structure: US 101, Year Built: 1970, Status: Open, Structure Length: 14.17m (46.49ft), Average Daily Traffic: 13,527 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 15,474 (year 2039), Design Load: HS 20+Mod, Features Intersected: HOQUIAM RIVER
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 140.512, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 45.7m (149.9ft)), Material/Design: Steel, Design/Construction: Movable - Lift, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 64.9m (212.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 14.17m (46.49ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Underwater Inspection Date: November 2017, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $3,441,000, Roadway Improvement Cost: $688,000, Total Project Cost: $6,882,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 12674A, Location: 6.0 N JCT SR 109 (Lat: 47.050500, Lng: -123.925250), Route carried "on" structure: US 101, Year Built: 1985, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 2,468 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 2,823 (year 2039), Design Load: HS 20+Mod, Features Intersected: WEST FORK HOQUIAM RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 150.104, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.52m (18.11ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Bridge Improvement Cost: $1,412,000, Roadway Improvement Cost: $282,000, Total Project Cost: $2,824,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 12674A, Location: 6.0 N JCT SR 109 (Lat: 47.050500, Lng: -123.925250), Route carried "on" structure: US 101, Year Built: 1985, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 2,468 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 2,823 (year 2039), Design Load: HS 20+Mod, Features Intersected: WEST FORK HOQUIAM RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 150.104, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.52m (18.11ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Bridge Improvement Cost: $1,412,000, Roadway Improvement Cost: $282,000, Total Project Cost: $2,824,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 12712A, Location: 0.4 N JCT SR 109 (Lat: 46.988667, Lng: -123.922472), Route carried "on" structure: Spur State highway 109, Year Built: 1985, Status: Open, Structure Length: 44.81m (147.01ft), Average Daily Traffic: 413 (year 2019), Truck Traffic: 22%, Average Future Daily Traffic: 472 (year 2039), Design Load: HS 20+Mod, Features Intersected: LITTLE HOQUIAM RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.589, Lanes on structure: 2, Owner: State 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: 12, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 44.81m (147.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $12,348,000, Roadway Improvement Cost: $2,470,000, Total Project Cost: $24,696,000 ( 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: 12712A, Location: 0.4 N JCT SR 109 (Lat: 46.988667, Lng: -123.922472), Route carried "on" structure: Spur State highway 109, Year Built: 1985, Status: Open, Structure Length: 44.81m (147.01ft), Average Daily Traffic: 413 (year 2019), Truck Traffic: 22%, Average Future Daily Traffic: 472 (year 2039), Design Load: HS 20+Mod, Features Intersected: LITTLE HOQUIAM RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.589, Lanes on structure: 2, Owner: State 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: 12, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 44.81m (147.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $12,348,000, Roadway Improvement Cost: $2,470,000, Total Project Cost: $24,696,000 ( 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: 13515A, Location: 7.0 N JCT SR 109 (Lat: 47.068306, Lng: -123.929889), Route carried "on" structure: US 101, Year Built: 1990, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 2,137 (year 2019), Truck Traffic: 24%, Average Future Daily Traffic: 2,444 (year 2039), Design Load: HS 20+Mod, Features Intersected: WEST FORK HOQUIAM RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 152.180, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: 4.21m (13.81ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Bridge Improvement Cost: $1,132,000, Roadway Improvement Cost: $226,000, Total Project Cost: $2,263,000 ( 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: 13515A, Location: 7.0 N JCT SR 109 (Lat: 47.068306, Lng: -123.929889), Route carried "on" structure: US 101, Year Built: 1990, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 2,137 (year 2019), Truck Traffic: 24%, Average Future Daily Traffic: 2,444 (year 2039), Design Load: HS 20+Mod, Features Intersected: WEST FORK HOQUIAM RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 152.180, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: 4.21m (13.81ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Bridge Improvement Cost: $1,132,000, Roadway Improvement Cost: $226,000, Total Project Cost: $2,263,000 ( 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: 200276, Location: 1.2 N JCT SR 109 (Lat: 46.991250, Lng: -123.907139), Route carried "on" structure: Spur State highway 109, Year Built: 1993, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 413 (year 2019), Truck Traffic: 22%, Average Future Daily Traffic: 472 (year 2039), Design Load: HS 20+Mod, Features Intersected: GAME CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Very good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $37,000, Total Project Cost: $370,000 ( Estimate for 2014)
Structure Number: 200276, Location: 1.2 N JCT SR 109 (Lat: 46.991250, Lng: -123.907139), Route carried "on" structure: Spur State highway 109, Year Built: 1993, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 413 (year 2019), Truck Traffic: 22%, Average Future Daily Traffic: 472 (year 2039), Design Load: HS 20+Mod, Features Intersected: GAME CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Very good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $37,000, Total Project Cost: $370,000 ( Estimate for 2014)
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Structure Number: 80859, Location: 0.0 W JCT US 101 (Lat: 47.057083, Lng: -123.927861), Route carried "on" structure: County highway 43920, Year Built: 1976, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 225 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 334 (year 2038), Design Load: HS 15, Features Intersected: WEST FORK HOQUIAM RIVER, Facility Carried by Structure: DEKAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 80859, Location: 0.0 W JCT US 101 (Lat: 47.057083, Lng: -123.927861), Route carried "on" structure: County highway 43920, Year Built: 1976, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 225 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 334 (year 2038), Design Load: HS 15, Features Intersected: WEST FORK HOQUIAM RIVER, Facility Carried by Structure: DEKAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 84708, Location: 0.2 W JCT E HOQ RD (Lat: 47.005178, Lng: -123.882128), Route carried "on" structure: County highway 45990, Year Built: 1930, Year Reconstructed: 1985, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 95 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 100 (year 2038), Design Load: H 15, Features Intersected: EAST FORK HOQUIAM RIVER, Facility Carried by Structure: PANHANDLE ROAD
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Navigation Control: Yes ( Vertical Clearance: 15.5m (50.9ft), Horizontal Clearance: 24.4m (80.1ft)), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 9, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 39.0 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.75m (31.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Critical Feature Inspection Date: Febuary 2020, Underwater Inspection Date: September 2017, Bridge Improvement Cost: $4,864,000, Roadway Improvement Cost: $973,000, Total Project Cost: $9,728,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 84708, Location: 0.2 W JCT E HOQ RD (Lat: 47.005178, Lng: -123.882128), Route carried "on" structure: County highway 45990, Year Built: 1930, Year Reconstructed: 1985, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 95 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 100 (year 2038), Design Load: H 15, Features Intersected: EAST FORK HOQUIAM RIVER, Facility Carried by Structure: PANHANDLE ROAD
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Navigation Control: Yes ( Vertical Clearance: 15.5m (50.9ft), Horizontal Clearance: 24.4m (80.1ft)), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 9, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 39.0 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.75m (31.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Critical Feature Inspection Date: Febuary 2020, Underwater Inspection Date: September 2017, Bridge Improvement Cost: $4,864,000, Roadway Improvement Cost: $973,000, Total Project Cost: $9,728,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 87517, Location: 1.83 W JCT US 101 (Lat: 47.050833, Lng: -123.962778), Route carried "on" structure: County highway 43920, Year Built: 2006, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 137 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 167 (year 2038), Design Load: H 15, Features Intersected: DEKAY CREEK, Facility Carried by Structure: DEKAY ROAD
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, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 58.3 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: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 87517, Location: 1.83 W JCT US 101 (Lat: 47.050833, Lng: -123.962778), Route carried "on" structure: County highway 43920, Year Built: 2006, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 137 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 167 (year 2038), Design Load: H 15, Features Intersected: DEKAY CREEK, Facility Carried by Structure: DEKAY ROAD
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, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 58.3 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: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 87519, Location: 1.4 W JCT US 101 (Lat: 47.054528, Lng: -123.955917), Route carried "on" structure: County highway 43920, Year Built: 2006, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 130 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 159 (year 2038), Design Load: HL 93, Features Intersected: POLSON CREEK, Facility Carried by Structure: DEKAY ROAD
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), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 87519, Location: 1.4 W JCT US 101 (Lat: 47.054528, Lng: -123.955917), Route carried "on" structure: County highway 43920, Year Built: 2006, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 130 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 159 (year 2038), Design Load: HL 93, Features Intersected: POLSON CREEK, Facility Carried by Structure: DEKAY ROAD
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), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021