Bridge Statistics for Hamilton, Washington (WA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 115ft / 34.7mTotal length
- $13,139,000Total costs
- 38,906Total average daily traffic
- 3,371Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Hamilton
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 31950-1959
- 91960-1969
- 11970-1979
- 22010-2019
- Bridge Condition - Deck
- 13.3%Very good
- 53.3%Good
- 20.0%Satisfactory
- 13.3%Fair
- Bridge Condition - Superstructure
- 13.3%Very good
- 46.7%Good
- 33.3%Satisfactory
- 6.7%Poor
- Bridge Condition - Substructure
- 13.3%Very good
- 66.7%Good
- 13.3%Satisfactory
- 6.7%Fair
- Bridge Condition - Channel
- 46.7%Very good
- 6.7%Good
- 40.0%Satisfactory
- 6.7%Poor
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Structure Number: 3361A, Location: 13.3 E JCT SR 9 (Lat: 48.524028, Lng: -121.950194), Route carried "on" structure: State highway 20, Year Built: 1948, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 5,864 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 8,631 (year 2039), Design Load: HS 15, Features Intersected: ALDER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 127.718, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.4 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: 24.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $656,000, Roadway Improvement Cost: $131,000, Total Project Cost: $1,312,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3361A, Location: 13.3 E JCT SR 9 (Lat: 48.524028, Lng: -121.950194), Route carried "on" structure: State highway 20, Year Built: 1948, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 5,864 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 8,631 (year 2039), Design Load: HS 15, Features Intersected: ALDER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 127.718, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.4 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: 24.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $656,000, Roadway Improvement Cost: $131,000, Total Project Cost: $1,312,000 ( 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: 7894B, Location: 10.2 E JCT SR 9 (Lat: 48.530500, Lng: -122.014500), Route carried "on" structure: State highway 20, Year Built: 1966, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 7,373 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 10,853 (year 2039), Design Load: HS 20, Features Intersected: E FK RED CABIN CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 122.680, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 34.0 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: 26.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.21m (17.09ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018, Bridge Improvement Cost: $1,368,000, Roadway Improvement Cost: $274,000, Total Project Cost: $2,736,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 7894B, Location: 10.2 E JCT SR 9 (Lat: 48.530500, Lng: -122.014500), Route carried "on" structure: State highway 20, Year Built: 1966, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 7,373 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 10,853 (year 2039), Design Load: HS 20, Features Intersected: E FK RED CABIN CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 122.680, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 34.0 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: 26.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.21m (17.09ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018, Bridge Improvement Cost: $1,368,000, Roadway Improvement Cost: $274,000, Total Project Cost: $2,736,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 8227A, Location: 10.8 E JCT SR 9 (Lat: 48.529806, Lng: -122.000028), Route carried "on" structure: Business Other road , Year Built: 1967, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 75 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: SR 20, Facility Carried by Structure: SCOTT PAPER CO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.52m (18.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $652,000, Roadway Improvement Cost: $130,000, Total Project Cost: $1,303,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8227A, Location: 10.8 E JCT SR 9 (Lat: 48.529806, Lng: -122.000028), Route carried "on" structure: Business Other road , Year Built: 1967, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 75 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: SR 20, Facility Carried by Structure: SCOTT PAPER CO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.52m (18.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $652,000, Roadway Improvement Cost: $130,000, Total Project Cost: $1,303,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8227B, Location: 10.9 E JCT SR 9 (Lat: 48.530000, Lng: -122.000000), Route carried "on" structure: State highway 20, Year Built: 1967, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 7,373 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 10,853 (year 2039), Design Load: HS 20, Features Intersected: MUDDY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 123.919, Lanes on structure: 2, 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: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018, Bridge Improvement Cost: $458,000, Roadway Improvement Cost: $92,000, Total Project Cost: $915,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 8227B, Location: 10.9 E JCT SR 9 (Lat: 48.530000, Lng: -122.000000), Route carried "on" structure: State highway 20, Year Built: 1967, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 7,373 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 10,853 (year 2039), Design Load: HS 20, Features Intersected: MUDDY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 123.919, Lanes on structure: 2, 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: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018, Bridge Improvement Cost: $458,000, Roadway Improvement Cost: $92,000, Total Project Cost: $915,000 ( 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: 8227C, Location: 10.9 E JCT SR 9 (Lat: 48.530094, Lng: -121.998581), Route carried "on" structure: City street 20, Year Built: 1967, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 70 (year 2002), Truck Traffic: 10%, Average Future Daily Traffic: 99 (year 2036), Design Load: HS 20, Features Intersected: MUDDY CREEK, Facility Carried by Structure: FRONTAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.0 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: 1.58m (5.18ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018, Bridge Improvement Cost: $187,000, Roadway Improvement Cost: $37,000, Total Project Cost: $374,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8227C, Location: 10.9 E JCT SR 9 (Lat: 48.530094, Lng: -121.998581), Route carried "on" structure: City street 20, Year Built: 1967, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 70 (year 2002), Truck Traffic: 10%, Average Future Daily Traffic: 99 (year 2036), Design Load: HS 20, Features Intersected: MUDDY CREEK, Facility Carried by Structure: FRONTAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.0 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: 1.58m (5.18ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018, Bridge Improvement Cost: $187,000, Roadway Improvement Cost: $37,000, Total Project Cost: $374,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18012A, Location: 10.1 E JCT SR 9 (Lat: 48.530206, Lng: -122.025786), Route carried "on" structure: State highway 20, Year Built: 2011, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 7,373 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 10,853 (year 2039), Design Load: HL 93, Features Intersected: RED CABIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 121.924, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 80.7 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: 62.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $588,000, Roadway Improvement Cost: $118,000, Total Project Cost: $1,176,000 ( 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: 18012A, Location: 10.1 E JCT SR 9 (Lat: 48.530206, Lng: -122.025786), Route carried "on" structure: State highway 20, Year Built: 2011, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 7,373 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 10,853 (year 2039), Design Load: HL 93, Features Intersected: RED CABIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 121.924, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 80.7 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: 62.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $588,000, Roadway Improvement Cost: $118,000, Total Project Cost: $1,176,000 ( 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: 60501000001492, Location: NO DATA ENTERED (Lat: 48.506247, Lng: -121.987347), Route carried "on" structure: Federal lands road 17000, Year Built: 1966, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 25 (year 1996), Average Future Daily Traffic: 37 (year 2042), Design Load: H 20, Features Intersected: CUMBERLAND CREEK, Facility Carried by Structure: ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.640, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 60501000001492, Location: NO DATA ENTERED (Lat: 48.506247, Lng: -121.987347), Route carried "on" structure: Federal lands road 17000, Year Built: 1966, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 25 (year 1996), Average Future Daily Traffic: 37 (year 2042), Design Load: H 20, Features Intersected: CUMBERLAND CREEK, Facility Carried by Structure: ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.640, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 81283, Location: 0.5 W JCT SR 20 (Lat: 48.533667, Lng: -121.998500), Route carried "on" structure: County highway 94000, Year Built: 1965, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 258 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 383 (year 2038), Design Load: HS 20, Features Intersected: MUDDY CREEK, Facility Carried by Structure: HAMILTON CEMETERY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $280,000, Roadway Improvement Cost: $56,000, Total Project Cost: $560,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 81283, Location: 0.5 W JCT SR 20 (Lat: 48.533667, Lng: -121.998500), Route carried "on" structure: County highway 94000, Year Built: 1965, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 258 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 383 (year 2038), Design Load: HS 20, Features Intersected: MUDDY CREEK, Facility Carried by Structure: HAMILTON CEMETERY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $280,000, Roadway Improvement Cost: $56,000, Total Project Cost: $560,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 81911, Location: 0.18 E JCT HEALY RD (Lat: 48.527703, Lng: -122.024219), Route carried "on" structure: County highway 94020, Year Built: 1954, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 250 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 370 (year 2038), Design Load: HS 15, Features Intersected: RED CABIN CREEK, Facility Carried by Structure: LYMAN HAMILTON HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 26.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $123,000, Roadway Improvement Cost: $25,000, Total Project Cost: $246,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 81911, Location: 0.18 E JCT HEALY RD (Lat: 48.527703, Lng: -122.024219), Route carried "on" structure: County highway 94020, Year Built: 1954, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 250 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 370 (year 2038), Design Load: HS 15, Features Intersected: RED CABIN CREEK, Facility Carried by Structure: LYMAN HAMILTON HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 26.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $123,000, Roadway Improvement Cost: $25,000, Total Project Cost: $246,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 82345, Location: 0.75 E JCT SR 20 (Lat: 48.520731, Lng: -121.952575), Route carried "on" structure: County highway 95000, Year Built: 1972, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 187 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 278 (year 2038), Design Load: HS 20, Features Intersected: ALDER CREEK, Facility Carried by Structure: CAPE HORN 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $213,000, Roadway Improvement Cost: $43,000, Total Project Cost: $426,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 82345, Location: 0.75 E JCT SR 20 (Lat: 48.520731, Lng: -121.952575), Route carried "on" structure: County highway 95000, Year Built: 1972, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 187 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 278 (year 2038), Design Load: HS 20, Features Intersected: ALDER CREEK, Facility Carried by Structure: CAPE HORN 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $213,000, Roadway Improvement Cost: $43,000, Total Project Cost: $426,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8291, Location: 15.0 E JCT SR 9 (Lat: 48.510669, Lng: -121.919489), Route carried "on" structure: County highway 7000, Year Built: 1959, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 631 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 769 (year 2038), Design Load: HS 20, Features Intersected: O'TOOLE CREEK, Facility Carried by Structure: SOUTH SKAGIT HWY
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: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $343,000, Roadway Improvement Cost: $69,000, Total Project Cost: $686,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8291, Location: 15.0 E JCT SR 9 (Lat: 48.510669, Lng: -121.919489), Route carried "on" structure: County highway 7000, Year Built: 1959, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 631 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 769 (year 2038), Design Load: HS 20, Features Intersected: O'TOOLE CREEK, Facility Carried by Structure: SOUTH SKAGIT HWY
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: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $343,000, Roadway Improvement Cost: $69,000, Total Project Cost: $686,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 83044, Location: 10.0 E JCT SR 9 (Lat: 48.503308, Lng: -122.022436), Route carried "on" structure: County highway 7000, Year Built: 1961, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 631 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 770 (year 2038), Design Load: HS 20, Features Intersected: LORETTA CREEK, Facility Carried by Structure: SOUTH SKAGIT HWY
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: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $544,000, Roadway Improvement Cost: $109,000, Total Project Cost: $1,088,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83044, Location: 10.0 E JCT SR 9 (Lat: 48.503308, Lng: -122.022436), Route carried "on" structure: County highway 7000, Year Built: 1961, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 631 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 770 (year 2038), Design Load: HS 20, Features Intersected: LORETTA CREEK, Facility Carried by Structure: SOUTH SKAGIT HWY
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: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $544,000, Roadway Improvement Cost: $109,000, Total Project Cost: $1,088,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 83167, Location: 11.5 E JCT SR 9 (Lat: 48.514153, Lng: -121.995281), Route carried "on" structure: County highway 7000, Year Built: 1961, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 631 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 770 (year 2038), Design Load: HS 20, Features Intersected: CUMBERLAND CREEK, Facility Carried by Structure: SOUTH SKAGIT HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $340,000, Roadway Improvement Cost: $68,000, Total Project Cost: $680,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83167, Location: 11.5 E JCT SR 9 (Lat: 48.514153, Lng: -121.995281), Route carried "on" structure: County highway 7000, Year Built: 1961, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 631 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 770 (year 2038), Design Load: HS 20, Features Intersected: CUMBERLAND CREEK, Facility Carried by Structure: SOUTH SKAGIT HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $340,000, Roadway Improvement Cost: $68,000, Total Project Cost: $680,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 86311, Location: 0.3 M W HAMILTON (Lat: 48.526111, Lng: -122.005333), Route carried "on" structure: County highway 94020, Year Built: 1955, Year Reconstructed: 1997, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 198 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 293 (year 2040), Design Load: HS 25 or greater, Features Intersected: MUDDY CREEK, Facility Carried by Structure: LYMAN HAMILTON HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $390,000, Roadway Improvement Cost: $78,000, Total Project Cost: $780,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other Coated Reinforcing
Structure Number: 86311, Location: 0.3 M W HAMILTON (Lat: 48.526111, Lng: -122.005333), Route carried "on" structure: County highway 94020, Year Built: 1955, Year Reconstructed: 1997, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 198 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 293 (year 2040), Design Load: HS 25 or greater, Features Intersected: MUDDY CREEK, Facility Carried by Structure: LYMAN HAMILTON HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $390,000, Roadway Improvement Cost: $78,000, Total Project Cost: $780,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other Coated Reinforcing
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Structure Number: 88739, Location: 13.9 E JCT SR-9 (Lat: 48.514931, Lng: -121.972383), Route carried "on" structure: County highway 7000, Year Built: 2014, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 594 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 725 (year 2039), Design Load: HL 93, Features Intersected: DAVIS SLOUGH, Facility Carried by Structure: SOUTH SKAGIT HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $428,000, Roadway Improvement Cost: $86,000, Total Project Cost: $857,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 88739, Location: 13.9 E JCT SR-9 (Lat: 48.514931, Lng: -121.972383), Route carried "on" structure: County highway 7000, Year Built: 2014, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 594 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 725 (year 2039), Design Load: HL 93, Features Intersected: DAVIS SLOUGH, Facility Carried by Structure: SOUTH SKAGIT HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $428,000, Roadway Improvement Cost: $86,000, Total Project Cost: $857,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 8227A, Location: 10.8 E JCT SR 9 (Lat: 48.529806, Lng: -122.000028), Route carried "under" structure: State highway 20, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 7,373 (year 2019), Truck Traffic: 9%, Features Intersected: SR 20, Facility Carried by Structure: SCOTT PAPER CO RD
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 123.823, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.5m (41.0ft)
Structure Number: 8227A, Location: 10.8 E JCT SR 9 (Lat: 48.529806, Lng: -122.000028), Route carried "under" structure: State highway 20, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 7,373 (year 2019), Truck Traffic: 9%, Features Intersected: SR 20, Facility Carried by Structure: SCOTT PAPER CO RD
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 123.823, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.5m (41.0ft)