Bridge Statistics for Port Hadlock-Irondale, Washington (WA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 157ft / 47.8mTotal length
- $15,742,000Total costs
- 52,640Total average daily traffic
- 4,262Total average daily truck traffic
- 72,169Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Port Hadlock-Irondale
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11940-1949
- 31950-1959
- 11970-1979
- 31980-1989
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 11980-1989
- Bridge Condition - Deck
- 20.0%Very good
- 50.0%Good
- 30.0%Satisfactory
- Bridge Condition - Superstructure
- 10.0%Very good
- 50.0%Good
- 40.0%Satisfactory
- Bridge Condition - Substructure
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Channel
- 66.7%Very good
- 11.1%Good
- 22.2%Satisfactory
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Structure Number: 2571A, Location: 0.1 E JCT US 101 (Lat: 47.987833, Lng: -122.885750), Route carried "on" structure: State highway 20, Year Built: 1940, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 5,013 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 6,817 (year 2039), Design Load: H 15, Features Intersected: SNOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.17m (10.40ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Bridge Improvement Cost: $749,000, Roadway Improvement Cost: $150,000, Total Project Cost: $1,498,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2571A, Location: 0.1 E JCT US 101 (Lat: 47.987833, Lng: -122.885750), Route carried "on" structure: State highway 20, Year Built: 1940, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 5,013 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 6,817 (year 2039), Design Load: H 15, Features Intersected: SNOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.17m (10.40ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Bridge Improvement Cost: $749,000, Roadway Improvement Cost: $150,000, Total Project Cost: $1,498,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5377A, Location: 2.2 E JCT US 101 (Lat: 47.995833, Lng: -122.846111), Route carried "on" structure: State highway 20, Year Built: 1956, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 5,752 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 7,822 (year 2039), Design Load: HS 20, Features Intersected: EAGLEMOUNT HALF BRIDGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.589, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 24.0 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: 18.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $461,000, Roadway Improvement Cost: $92,000, Total Project Cost: $922,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5377A, Location: 2.2 E JCT US 101 (Lat: 47.995833, Lng: -122.846111), Route carried "on" structure: State highway 20, Year Built: 1956, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 5,752 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 7,822 (year 2039), Design Load: HS 20, Features Intersected: EAGLEMOUNT HALF BRIDGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.589, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 24.0 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: 18.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $461,000, Roadway Improvement Cost: $92,000, Total Project Cost: $922,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13073A, Location: 7.8 S CLALLAM CO (Lat: 47.989083, Lng: -122.889556), Route carried "on" structure: US 101, Year Built: 1986, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 13,449 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 18,290 (year 2039), Design Load: HS 20+Mod, Features Intersected: SALMON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 454.495, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,122,000, Roadway Improvement Cost: $224,000, Total Project Cost: $2,245,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 13073A, Location: 7.8 S CLALLAM CO (Lat: 47.989083, Lng: -122.889556), Route carried "on" structure: US 101, Year Built: 1986, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 13,449 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 18,290 (year 2039), Design Load: HS 20+Mod, Features Intersected: SALMON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 454.495, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,122,000, Roadway Improvement Cost: $224,000, Total Project Cost: $2,245,000 ( 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: 13073B, Location: 8.0 S CLALLAM CO (Lat: 47.987333, Lng: -122.885861), Route carried "on" structure: US 101, Year Built: 1986, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 13,449 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 18,290 (year 2039), Design Load: HS 20+Mod, Features Intersected: SNOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 454.817, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $582,000, Roadway Improvement Cost: $116,000, Total Project Cost: $1,164,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 13073B, Location: 8.0 S CLALLAM CO (Lat: 47.987333, Lng: -122.885861), Route carried "on" structure: US 101, Year Built: 1986, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 13,449 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 18,290 (year 2039), Design Load: HS 20+Mod, Features Intersected: SNOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 454.817, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $582,000, Roadway Improvement Cost: $116,000, Total Project Cost: $1,164,000 ( 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: 79967, Location: 0.15 MI. NE SR-116 (Lat: 48.032500, Lng: -122.778333), Route carried "on" structure: Spur County highway 63450, Year Built: 1971, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 140 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 158 (year 2042), Features Intersected: CHIMACUM CREEK, Facility Carried by Structure: HUNT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, 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: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 79967, Location: 0.15 MI. NE SR-116 (Lat: 48.032500, Lng: -122.778333), Route carried "on" structure: Spur County highway 63450, Year Built: 1971, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 140 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 158 (year 2042), Features Intersected: CHIMACUM CREEK, Facility Carried by Structure: HUNT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, 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: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 80439, Location: 2.7 E JCT SR 19 (Lat: 48.031494, Lng: -122.733189), Route carried "on" structure: State highway 116, Year Built: 1951, Status: Open, Structure Length: 20.42m (66.99ft), Average Daily Traffic: 2,786 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 3,788 (year 2039), Design Load: HS 20, Features Intersected: PORTAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.297, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Navigation Control: Yes ( Vertical Clearance: 17.4m (57.1ft), Horizontal Clearance: 42.7m (140.1ft)), Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 74.7m (245.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 20.42m (66.99ft), 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: March 2021, Critical Feature Inspection Date: March 2021, Underwater Inspection Date: July 2020, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $3,752,000, Roadway Improvement Cost: $750,000, Total Project Cost: $7,504,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 80439, Location: 2.7 E JCT SR 19 (Lat: 48.031494, Lng: -122.733189), Route carried "on" structure: State highway 116, Year Built: 1951, Status: Open, Structure Length: 20.42m (66.99ft), Average Daily Traffic: 2,786 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 3,788 (year 2039), Design Load: HS 20, Features Intersected: PORTAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.297, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Navigation Control: Yes ( Vertical Clearance: 17.4m (57.1ft), Horizontal Clearance: 42.7m (140.1ft)), Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 74.7m (245.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 20.42m (66.99ft), 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: March 2021, Critical Feature Inspection Date: March 2021, Underwater Inspection Date: July 2020, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $3,752,000, Roadway Improvement Cost: $750,000, Total Project Cost: $7,504,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 81786, Location: 9.4 N JCT SR 104 (Lat: 48.011833, Lng: -122.775306), Route carried "on" structure: State highway 19, Year Built: 1916, Year Reconstructed: 1953, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 8,793 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 11,958 (year 2039), Design Load: H 15, Features Intersected: CHIMACUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.080, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 26.9 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: 20.7 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $251,000, Roadway Improvement Cost: $50,000, Total Project Cost: $502,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 81786, Location: 9.4 N JCT SR 104 (Lat: 48.011833, Lng: -122.775306), Route carried "on" structure: State highway 19, Year Built: 1916, Year Reconstructed: 1953, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 8,793 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 11,958 (year 2039), Design Load: H 15, Features Intersected: CHIMACUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.080, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 26.9 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: 20.7 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $251,000, Roadway Improvement Cost: $50,000, Total Project Cost: $502,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 84649, Location: 3.45 JCT FAS9517 (Lat: 47.963333, Lng: -122.780556), Route carried "on" structure: County highway 93150, Year Built: 1955, Year Reconstructed: 1980, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 3,069 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 4,735 (year 2042), Design Load: HS 20, Features Intersected: CHIMACUM CREEK, Facility Carried by Structure: CENTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to 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: April 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 84649, Location: 3.45 JCT FAS9517 (Lat: 47.963333, Lng: -122.780556), Route carried "on" structure: County highway 93150, Year Built: 1955, Year Reconstructed: 1980, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 3,069 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 4,735 (year 2042), Design Load: HS 20, Features Intersected: CHIMACUM CREEK, Facility Carried by Structure: CENTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to 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: April 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8576, Location: 0.1 MI S LATAH (Lat: 47.276067, Lng: -117.153156), Route carried "on" structure: County highway 2976, Year Built: 1988, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 16 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 23 (year 2040), Design Load: HS 20, Features Intersected: LATAH CREEK, Facility Carried by Structure: MARSH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.54m (14.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $954,000, Roadway Improvement Cost: $191,000, Total Project Cost: $1,907,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8576, Location: 0.1 MI S LATAH (Lat: 47.276067, Lng: -117.153156), Route carried "on" structure: County highway 2976, Year Built: 1988, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 16 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 23 (year 2040), Design Load: HS 20, Features Intersected: LATAH CREEK, Facility Carried by Structure: MARSH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.54m (14.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $954,000, Roadway Improvement Cost: $191,000, Total Project Cost: $1,907,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 866, Location: 0.5 NW JCT SR101 (Lat: 48.042406, Lng: -122.878467), Route carried "on" structure: County highway 50140, Year Built: 2000, Status: Open, Structure Length: 8.96m (29.40ft), Average Daily Traffic: 173 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 288 (year 2038), Design Load: HS 20, Features Intersected: CONTRACTOR'S CREEK, Facility Carried by Structure: OLD GARDINER 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), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 866, Location: 0.5 NW JCT SR101 (Lat: 48.042406, Lng: -122.878467), Route carried "on" structure: County highway 50140, Year Built: 2000, Status: Open, Structure Length: 8.96m (29.40ft), Average Daily Traffic: 173 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 288 (year 2038), Design Load: HS 20, Features Intersected: CONTRACTOR'S CREEK, Facility Carried by Structure: OLD GARDINER 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), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous