Bridge Statistics for Easton, Washington (WA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 197ft / 60.3mTotal length
- $27,051,000Total costs
- 198,703Total average daily traffic
- 40,447Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Easton
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 51950-1959
- 21960-1969
- 61970-1979
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 31970-1979
- 11980-1989
- Bridge Condition - Deck
- 7.7%Very good
- 30.8%Good
- 23.1%Satisfactory
- 30.8%Poor
- 7.7%Serious
- Bridge Condition - Superstructure
- 7.7%Very good
- 53.8%Good
- 23.1%Satisfactory
- 15.4%Fair
- Bridge Condition - Substructure
- 53.8%Good
- 38.5%Satisfactory
- 7.7%Fair
- Bridge Condition - Channel
- 71.4%Very good
- 28.6%Good
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Structure Number: 5702A, Location: 16.9 E KING CO (Lat: 47.256972, Lng: -121.203111), Route carried "on" structure: Interstate 90, Year Built: 1958, Year Reconstructed: 1976, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 16,258 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 21,135 (year 2039), Design Load: HS 20, Features Intersected: KACHESS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.833, 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: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 28.8 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: 22.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $1,200,000, Roadway Improvement Cost: $240,000, Total Project Cost: $2,400,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 5702A, Location: 16.9 E KING CO (Lat: 47.256972, Lng: -121.203111), Route carried "on" structure: Interstate 90, Year Built: 1958, Year Reconstructed: 1976, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 16,258 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 21,135 (year 2039), Design Load: HS 20, Features Intersected: KACHESS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.833, 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: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 28.8 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: 22.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $1,200,000, Roadway Improvement Cost: $240,000, Total Project Cost: $2,400,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 5872A, Location: 18.8 E KING CO (Lat: 47.239611, Lng: -121.177667), Route carried "on" structure: Interstate 90, Year Built: 1959, Year Reconstructed: 1975, Status: Open, Structure Length: 9.66m (31.69ft), Average Daily Traffic: 16,592 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 21,569 (year 2039), Design Load: HS 20, Features Intersected: YAKIMA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.682, 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: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 43.4 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: 33.7 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.66m (31.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,536,000, Roadway Improvement Cost: $507,000, Total Project Cost: $5,072,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 5872A, Location: 18.8 E KING CO (Lat: 47.239611, Lng: -121.177667), Route carried "on" structure: Interstate 90, Year Built: 1959, Year Reconstructed: 1975, Status: Open, Structure Length: 9.66m (31.69ft), Average Daily Traffic: 16,592 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 21,569 (year 2039), Design Load: HS 20, Features Intersected: YAKIMA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.682, 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: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 43.4 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: 33.7 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.66m (31.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,536,000, Roadway Improvement Cost: $507,000, Total Project Cost: $5,072,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 5872B, Location: 18.8 E KING CO (Lat: 47.239583, Lng: -121.177056), Route carried "on" structure: Interstate 90, Year Built: 1959, Year Reconstructed: 1976, Status: Open, Structure Length: 9.66m (31.69ft), Average Daily Traffic: 16,592 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 21,569 (year 2039), Design Load: HS 20, Features Intersected: YAKIMA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.714, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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: 9.66m (31.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $3,162,000, Roadway Improvement Cost: $632,000, Total Project Cost: $6,324,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 5872B, Location: 18.8 E KING CO (Lat: 47.239583, Lng: -121.177056), Route carried "on" structure: Interstate 90, Year Built: 1959, Year Reconstructed: 1976, Status: Open, Structure Length: 9.66m (31.69ft), Average Daily Traffic: 16,592 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 21,569 (year 2039), Design Load: HS 20, Features Intersected: YAKIMA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.714, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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: 9.66m (31.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $3,162,000, Roadway Improvement Cost: $632,000, Total Project Cost: $6,324,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 5872C, Location: 19.1 E KING CO (Lat: 47.236508, Lng: -121.173083), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 517 (year 2012), Truck Traffic: 5%, Design Load: HS 20, Features Intersected: I-90, Facility Carried by Structure: EASTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.62m (25.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,500,000, Roadway Improvement Cost: $300,000, Total Project Cost: $3,000,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 5872C, Location: 19.1 E KING CO (Lat: 47.236508, Lng: -121.173083), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 517 (year 2012), Truck Traffic: 5%, Design Load: HS 20, Features Intersected: I-90, Facility Carried by Structure: EASTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.62m (25.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,500,000, Roadway Improvement Cost: $300,000, Total Project Cost: $3,000,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 6883A, Location: 21.6 E KING CO (Lat: 47.217522, Lng: -121.130631), Route carried "on" structure: Interstate 90, Year Built: 1962, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 16,553 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 21,518 (year 2039), Design Load: HS 20, Features Intersected: W NELSON SIDING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 119.172, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.8 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $840,000, Roadway Improvement Cost: $168,000, Total Project Cost: $1,680,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 6883A, Location: 21.6 E KING CO (Lat: 47.217522, Lng: -121.130631), Route carried "on" structure: Interstate 90, Year Built: 1962, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 16,553 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 21,518 (year 2039), Design Load: HS 20, Features Intersected: W NELSON SIDING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 119.172, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.8 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $840,000, Roadway Improvement Cost: $168,000, Total Project Cost: $1,680,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 6883B, Location: 21.6 E KING CO (Lat: 47.217806, Lng: -121.130525), Route carried "on" structure: Interstate 90, Year Built: 1962, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 16,553 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 21,518 (year 2039), Design Load: HS 20, Features Intersected: W NELSON SIDING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 119.172, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.8 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.17m (10.40ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Bridge Improvement Cost: $832,000, Roadway Improvement Cost: $166,000, Total Project Cost: $1,664,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 6883B, Location: 21.6 E KING CO (Lat: 47.217806, Lng: -121.130525), Route carried "on" structure: Interstate 90, Year Built: 1962, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 16,553 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 21,518 (year 2039), Design Load: HS 20, Features Intersected: W NELSON SIDING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 119.172, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.8 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.17m (10.40ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Bridge Improvement Cost: $832,000, Roadway Improvement Cost: $166,000, Total Project Cost: $1,664,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 9806A, Location: 16.5 E KING CO (Lat: 47.257639, Lng: -121.212522), Route carried "on" structure: Interstate 90, Year Built: 1975, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 16,258 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 21,135 (year 2039), Design Load: HS 20+Mod, Features Intersected: W SPARKS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.109, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.7 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Bridge Improvement Cost: $273,000, Roadway Improvement Cost: $55,000, Total Project Cost: $546,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 9806A, Location: 16.5 E KING CO (Lat: 47.257639, Lng: -121.212522), Route carried "on" structure: Interstate 90, Year Built: 1975, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 16,258 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 21,135 (year 2039), Design Load: HS 20+Mod, Features Intersected: W SPARKS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.109, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.7 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Bridge Improvement Cost: $273,000, Roadway Improvement Cost: $55,000, Total Project Cost: $546,000 ( 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: 9806B, Location: 16.5 E KING CO (Lat: 47.259636, Lng: -121.210147), Route carried "on" structure: Interstate 90, Year Built: 1975, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 16,258 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 21,135 (year 2039), Design Load: HS 20+Mod, Features Intersected: W SPARKS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.109, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 70.7 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $322,000, Roadway Improvement Cost: $64,000, Total Project Cost: $645,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 9806B, Location: 16.5 E KING CO (Lat: 47.259636, Lng: -121.210147), Route carried "on" structure: Interstate 90, Year Built: 1975, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 16,258 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 21,135 (year 2039), Design Load: HS 20+Mod, Features Intersected: W SPARKS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.109, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 70.7 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $322,000, Roadway Improvement Cost: $64,000, Total Project Cost: $645,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 9806C, Location: 16.9 E KING CO (Lat: 47.256500, Lng: -121.203000), Route carried "on" structure: Interstate 90, Year Built: 1975, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 16,258 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 21,135 (year 2039), Design Load: HS 20+Mod, Features Intersected: KACHESS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.849, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.02m (9.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $792,000, Roadway Improvement Cost: $158,000, Total Project Cost: $1,584,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 9806C, Location: 16.9 E KING CO (Lat: 47.256500, Lng: -121.203000), Route carried "on" structure: Interstate 90, Year Built: 1975, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 16,258 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 21,135 (year 2039), Design Load: HS 20+Mod, Features Intersected: KACHESS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.849, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.02m (9.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $792,000, Roadway Improvement Cost: $158,000, Total Project Cost: $1,584,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 9806E, Location: 17.7 E KING CO (Lat: 47.250056, Lng: -121.189944), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 802 (year 2012), Truck Traffic: 5%, Design Load: HS 20+Mod, Features Intersected: I-90, Facility Carried by Structure: WEST EASTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 71.7 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.28m (20.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,648,000, Roadway Improvement Cost: $330,000, Total Project Cost: $3,296,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9806E, Location: 17.7 E KING CO (Lat: 47.250056, Lng: -121.189944), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 802 (year 2012), Truck Traffic: 5%, Design Load: HS 20+Mod, Features Intersected: I-90, Facility Carried by Structure: WEST EASTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 71.7 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.28m (20.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,648,000, Roadway Improvement Cost: $330,000, Total Project Cost: $3,296,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 79988, Location: 00.85 W SPARKS ROAD (Lat: 47.257283, Lng: -121.202750), Route carried "on" structure: County highway 13550, Year Built: 1974, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 362 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 959 (year 2038), Design Load: HS 20, Features Intersected: KACHESS RIVER, Facility Carried by Structure: SPARKS ROAD WEST
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: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 79988, Location: 00.85 W SPARKS ROAD (Lat: 47.257283, Lng: -121.202750), Route carried "on" structure: County highway 13550, Year Built: 1974, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 362 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 959 (year 2038), Design Load: HS 20, Features Intersected: KACHESS RIVER, Facility Carried by Structure: SPARKS ROAD WEST
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: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 81234, Location: 00.26 SE I-90 (Lat: 47.240089, Lng: -121.181208), Route carried "on" structure: County highway 15740, Year Built: 1937, Year Reconstructed: 1991, Status: Posted for load, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 537 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 1,423 (year 2038), Design Load: H 15, Features Intersected: YAKIMA RIVER, Facility Carried by Structure: RAILROAD STREET
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: Arch - Deck, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 31.7 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 81234, Location: 00.26 SE I-90 (Lat: 47.240089, Lng: -121.181208), Route carried "on" structure: County highway 15740, Year Built: 1937, Year Reconstructed: 1991, Status: Posted for load, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 537 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 1,423 (year 2038), Design Load: H 15, Features Intersected: YAKIMA RIVER, Facility Carried by Structure: RAILROAD STREET
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: Arch - Deck, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 31.7 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 88516, Location: 01.45 SE of I-90 (Lat: 47.204078, Lng: -121.112375), Route carried "on" structure: County highway 23030, Year Built: 2012, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 710 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 1,882 (year 2038), Design Load: HL 93, Features Intersected: BIG CREEK, Facility Carried by Structure: NELSON SIDING ROAD
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), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 56.1 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: 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: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $420,000, Roadway Improvement Cost: $84,000, Total Project Cost: $840,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 88516, Location: 01.45 SE of I-90 (Lat: 47.204078, Lng: -121.112375), Route carried "on" structure: County highway 23030, Year Built: 2012, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 710 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 1,882 (year 2038), Design Load: HL 93, Features Intersected: BIG CREEK, Facility Carried by Structure: NELSON SIDING ROAD
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), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 56.1 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: 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: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $420,000, Roadway Improvement Cost: $84,000, Total Project Cost: $840,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5872C, Location: 19.1 E KING CO (Lat: 47.236508, Lng: -121.173083), Route carried "under" structure: Interstate 90, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 32,731 (year 2019), Truck Traffic: 20%, Features Intersected: I-90, Facility Carried by Structure: EASTON ROAD
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 115.165, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 5872C, Location: 19.1 E KING CO (Lat: 47.236508, Lng: -121.173083), Route carried "under" structure: Interstate 90, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 32,731 (year 2019), Truck Traffic: 20%, Features Intersected: I-90, Facility Carried by Structure: EASTON ROAD
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 115.165, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
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Structure Number: 9806E, Location: 17.7 E KING CO (Lat: 47.250056, Lng: -121.189944), Route carried "under" structure: Interstate 90, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 31,722 (year 2019), Truck Traffic: 21%, Features Intersected: I-90, Facility Carried by Structure: WEST EASTON RD
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 113.137, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: 9806E, Location: 17.7 E KING CO (Lat: 47.250056, Lng: -121.189944), Route carried "under" structure: Interstate 90, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 31,722 (year 2019), Truck Traffic: 21%, Features Intersected: I-90, Facility Carried by Structure: WEST EASTON RD
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 113.137, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)