Bridge Statistics for Sumner, Washington (WA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 318ft / 97.5mTotal length
- $79,096,000Total costs
- 651,629Total average daily traffic
- 53,437Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Sumner
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 11950-1959
- 61960-1969
- 21970-1979
- 21980-1989
- 21990-1999
- 52000-2009
- 12010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 11980-1989
- Bridge Condition - Deck
- 37.5%Very good
- 43.8%Good
- 18.8%Satisfactory
- Bridge Condition - Superstructure
- 25.0%Very good
- 56.3%Good
- 18.8%Satisfactory
- Bridge Condition - Substructure
- 25.0%Very good
- 68.8%Good
- 6.3%Satisfactory
- Bridge Condition - Channel
- 50.0%Very good
- 20.0%Good
- 30.0%Satisfactory
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Structure Number: PA, Location: 0.5 E JCT SR 410 (Lat: 47.185358, Lng: -122.229333), Route carried "on" structure: State highway 162, Year Built: 1973, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 20,853 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 30,195 (year 2039), Design Load: HS 20+Mod, Features Intersected: PUYALLUP RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.4 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: 17.2 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.07m (23.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,763,000, Roadway Improvement Cost: $353,000, Total Project Cost: $3,526,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: PA, Location: 0.5 E JCT SR 410 (Lat: 47.185358, Lng: -122.229333), Route carried "on" structure: State highway 162, Year Built: 1973, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 20,853 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 30,195 (year 2039), Design Load: HS 20+Mod, Features Intersected: PUYALLUP RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.4 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: 17.2 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.07m (23.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,763,000, Roadway Improvement Cost: $353,000, Total Project Cost: $3,526,000 ( 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: 8102A, Location: 0.4 E JCT SR 167 (Lat: 47.198333, Lng: -122.248917), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 10,448 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 17,801 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR 410, Facility Carried by Structure: TRAFFIC AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.64m (21.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,093,000, Roadway Improvement Cost: $419,000, Total Project Cost: $4,186,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 8102A, Location: 0.4 E JCT SR 167 (Lat: 47.198333, Lng: -122.248917), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 10,448 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 17,801 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR 410, Facility Carried by Structure: TRAFFIC AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.64m (21.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,093,000, Roadway Improvement Cost: $419,000, Total Project Cost: $4,186,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 8102C, Location: JCT SR 410 (Lat: 47.192861, Lng: -122.229417), Route carried "on" structure: State highway 162, Year Built: 1967, Year Reconstructed: 1992, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 20,719 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 30,001 (year 2039), Design Load: HS 20+Mod, Features Intersected: SR 410
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.25m (23.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,487,000, Roadway Improvement Cost: $497,000, Total Project Cost: $4,974,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 8102C, Location: JCT SR 410 (Lat: 47.192861, Lng: -122.229417), Route carried "on" structure: State highway 162, Year Built: 1967, Year Reconstructed: 1992, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 20,719 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 30,001 (year 2039), Design Load: HS 20+Mod, Features Intersected: SR 410
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.25m (23.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,487,000, Roadway Improvement Cost: $497,000, Total Project Cost: $4,974,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 8402A, Location: 1.0 E JCT SR 162 (Lat: 47.198222, Lng: -122.208472), Route carried "on" structure: State highway 410, Year Built: 1968, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 21,643 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 31,339 (year 2039), Design Load: HS 20+Mod, Features Intersected: 166TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.443, Lanes on structure: 2, Lanes under structure: 4, 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: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.48m (14.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,235,000, Roadway Improvement Cost: $247,000, Total Project Cost: $2,470,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 8402A, Location: 1.0 E JCT SR 162 (Lat: 47.198222, Lng: -122.208472), Route carried "on" structure: State highway 410, Year Built: 1968, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 21,643 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 31,339 (year 2039), Design Load: HS 20+Mod, Features Intersected: 166TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.443, Lanes on structure: 2, Lanes under structure: 4, 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: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.48m (14.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,235,000, Roadway Improvement Cost: $247,000, Total Project Cost: $2,470,000 ( 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: 9118A, Location: 0.7 N JCT SR 410 (Lat: 47.206111, Lng: -122.248028), Route carried "on" structure: State highway 167, Year Built: 1972, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 46,459 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 67,272 (year 2039), Design Load: HS 20+Mod, Features Intersected: WEST VALLEY HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.167, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.84m (29.00ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Bridge Improvement Cost: $2,668,000, Roadway Improvement Cost: $534,000, Total Project Cost: $5,336,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9118A, Location: 0.7 N JCT SR 410 (Lat: 47.206111, Lng: -122.248028), Route carried "on" structure: State highway 167, Year Built: 1972, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 46,459 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 67,272 (year 2039), Design Load: HS 20+Mod, Features Intersected: WEST VALLEY HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.167, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.84m (29.00ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Bridge Improvement Cost: $2,668,000, Roadway Improvement Cost: $534,000, Total Project Cost: $5,336,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 12428A, Location: 1.0 E JCT SR 162 (Lat: 47.198056, Lng: -122.208389), Route carried "on" structure: State highway 410, Year Built: 1983, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 21,643 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 31,339 (year 2039), Design Load: HS 20+Mod, Features Intersected: 166TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.443, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $760,000, Roadway Improvement Cost: $152,000, Total Project Cost: $1,520,000 ( 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: 12428A, Location: 1.0 E JCT SR 162 (Lat: 47.198056, Lng: -122.208389), Route carried "on" structure: State highway 410, Year Built: 1983, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 21,643 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 31,339 (year 2039), Design Load: HS 20+Mod, Features Intersected: 166TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.443, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $760,000, Roadway Improvement Cost: $152,000, Total Project Cost: $1,520,000 ( 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: 13042D, Location: 0.7 N JCT SR 410 (Lat: 47.206583, Lng: -122.248111), Route carried "on" structure: State highway 167, Year Built: 1987, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 46,459 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 67,272 (year 2039), Design Load: HS 20+Mod, Features Intersected: W VALLEY HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.167, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 39.2 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: 30.1 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: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.84m (29.00ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Bridge Improvement Cost: $2,320,000, Roadway Improvement Cost: $464,000, Total Project Cost: $4,640,000 ( 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: 13042D, Location: 0.7 N JCT SR 410 (Lat: 47.206583, Lng: -122.248111), Route carried "on" structure: State highway 167, Year Built: 1987, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 46,459 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 67,272 (year 2039), Design Load: HS 20+Mod, Features Intersected: W VALLEY HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.167, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 39.2 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: 30.1 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: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.84m (29.00ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Bridge Improvement Cost: $2,320,000, Roadway Improvement Cost: $464,000, Total Project Cost: $4,640,000 ( 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: 16597A, Location: 2.8 N JCT SR 410 (Lat: 47.235717, Lng: -122.252067), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 11.64m (38.19ft), Average Daily Traffic: 11,464 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 18,663 (year 2038), Design Load: HS 25 or greater, Features Intersected: SR 167, SOATON CK, Facility Carried by Structure: 24TH ST E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.451, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.5m (132.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.64m (38.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $5,501,000, Roadway Improvement Cost: $1,100,000, Total Project Cost: $11,002,000 ( 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: 16597A, Location: 2.8 N JCT SR 410 (Lat: 47.235717, Lng: -122.252067), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 11.64m (38.19ft), Average Daily Traffic: 11,464 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 18,663 (year 2038), Design Load: HS 25 or greater, Features Intersected: SR 167, SOATON CK, Facility Carried by Structure: 24TH ST E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.451, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.5m (132.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.64m (38.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $5,501,000, Roadway Improvement Cost: $1,100,000, Total Project Cost: $11,002,000 ( 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: 16597B, Location: 3.1 N JCT SR 410 (Lat: 47.240667, Lng: -122.254250), Route carried "on" structure: State highway 167, Year Built: 2003, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 92,917 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 134,543 (year 2039), Design Load: HS 20, Features Intersected: SOATON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.061, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 96.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 96.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $563,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,126,000 ( Estimate for 2014)
Structure Number: 16597B, Location: 3.1 N JCT SR 410 (Lat: 47.240667, Lng: -122.254250), Route carried "on" structure: State highway 167, Year Built: 2003, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 92,917 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 134,543 (year 2039), Design Load: HS 20, Features Intersected: SOATON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.061, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 96.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 96.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $563,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,126,000 ( Estimate for 2014)
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Structure Number: 16597C, Location: 2.1 N JCT SR 410 (Lat: 47.232997, Lng: -122.251333), Route carried "on" structure: Ramp State highway 167, Year Built: 2003, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 4,158 (year 2019), Truck Traffic: 34%, Average Future Daily Traffic: 6,020 (year 2039), Design Load: HS 25 or greater, Features Intersected: SOATON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.9 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020, Bridge Improvement Cost: $189,000, Roadway Improvement Cost: $38,000, Total Project Cost: $378,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels
Structure Number: 16597C, Location: 2.1 N JCT SR 410 (Lat: 47.232997, Lng: -122.251333), Route carried "on" structure: Ramp State highway 167, Year Built: 2003, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 4,158 (year 2019), Truck Traffic: 34%, Average Future Daily Traffic: 6,020 (year 2039), Design Load: HS 25 or greater, Features Intersected: SOATON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.9 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020, Bridge Improvement Cost: $189,000, Roadway Improvement Cost: $38,000, Total Project Cost: $378,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels
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Structure Number: 16597D, Location: 2.1 N JCT SR 410 (Lat: 47.232189, Lng: -122.251078), Route carried "on" structure: Ramp State highway 167, Year Built: 2004, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 5,163 (year 2019), Truck Traffic: 27%, Average Future Daily Traffic: 7,476 (year 2039), Design Load: HS 25 or greater, Features Intersected: SOATON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Bridge Improvement Cost: $189,000, Roadway Improvement Cost: $38,000, Total Project Cost: $378,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16597D, Location: 2.1 N JCT SR 410 (Lat: 47.232189, Lng: -122.251078), Route carried "on" structure: Ramp State highway 167, Year Built: 2004, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 5,163 (year 2019), Truck Traffic: 27%, Average Future Daily Traffic: 7,476 (year 2039), Design Load: HS 25 or greater, Features Intersected: SOATON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Bridge Improvement Cost: $189,000, Roadway Improvement Cost: $38,000, Total Project Cost: $378,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200533, Location: 0.4 E JCT SR 167 (Lat: 47.198253, Lng: -122.248833), Route carried "on" structure: City street , Year Built: 2021, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 10,448 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 17,801 (year 2040), Design Load: HL 93, Features Intersected: SR 410, Facility Carried by Structure: TRAFFIC AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.5m (136.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 4.3m (14.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 53.8 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: 41.1 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: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $846,000, Roadway Improvement Cost: $169,000, Total Project Cost: $1,692,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 200533, Location: 0.4 E JCT SR 167 (Lat: 47.198253, Lng: -122.248833), Route carried "on" structure: City street , Year Built: 2021, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 10,448 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 17,801 (year 2040), Design Load: HL 93, Features Intersected: SR 410, Facility Carried by Structure: TRAFFIC AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.5m (136.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 4.3m (14.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 53.8 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: 41.1 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: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $846,000, Roadway Improvement Cost: $169,000, Total Project Cost: $1,692,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 79672, Location: 0.72 E JCT SR 167 (Lat: 47.250094, Lng: -122.244339), Route carried "on" structure: County highway 98600, Year Built: 1952, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 15,329 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 25,000 (year 2040), Design Load: HS 15, Features Intersected: WHITE RIVER, Facility Carried by Structure: STEWART RD E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, 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: 7.38m (24.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $3,678,000, Roadway Improvement Cost: $736,000, Total Project Cost: $7,357,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 79672, Location: 0.72 E JCT SR 167 (Lat: 47.250094, Lng: -122.244339), Route carried "on" structure: County highway 98600, Year Built: 1952, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 15,329 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 25,000 (year 2040), Design Load: HS 15, Features Intersected: WHITE RIVER, Facility Carried by Structure: STEWART RD E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, 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: 7.38m (24.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $3,678,000, Roadway Improvement Cost: $736,000, Total Project Cost: $7,357,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 85417, Location: 1.1 N JCT SR 410 (Lat: 47.212000, Lng: -122.242242), Route carried "on" structure: City street 98430, Year Built: 1949, Year Reconstructed: 1973, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 2,056 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,400 (year 2040), Design Load: HS 15, Features Intersected: WHITE RIVER, Facility Carried by Structure: FRYAR AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 21.4 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: 16.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.38m (24.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $3,678,000, Roadway Improvement Cost: $736,000, Total Project Cost: $7,357,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 85417, Location: 1.1 N JCT SR 410 (Lat: 47.212000, Lng: -122.242242), Route carried "on" structure: City street 98430, Year Built: 1949, Year Reconstructed: 1973, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 2,056 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,400 (year 2040), Design Load: HS 15, Features Intersected: WHITE RIVER, Facility Carried by Structure: FRYAR AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 21.4 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: 16.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.38m (24.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $3,678,000, Roadway Improvement Cost: $736,000, Total Project Cost: $7,357,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8635, Location: 3.1 N JCT SR 410 (Lat: 47.238333, Lng: -122.225278), Route carried "on" structure: County highway 97910, Year Built: 1997, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 12,866 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 21,000 (year 2040), Design Load: HS 25 or greater, Features Intersected: CASCADE WATER TAILRACE, Facility Carried by Structure: EAST VALLEY HWY E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal 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: 27.4m (89.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.1 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: 32.1 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: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,596,000, Roadway Improvement Cost: $319,000, Total Project Cost: $3,192,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8635, Location: 3.1 N JCT SR 410 (Lat: 47.238333, Lng: -122.225278), Route carried "on" structure: County highway 97910, Year Built: 1997, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 12,866 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 21,000 (year 2040), Design Load: HS 25 or greater, Features Intersected: CASCADE WATER TAILRACE, Facility Carried by Structure: EAST VALLEY HWY E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal 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: 27.4m (89.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.1 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: 32.1 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: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,596,000, Roadway Improvement Cost: $319,000, Total Project Cost: $3,192,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8664, Location: 1.4 N JCT SR410 (Lat: 47.216347, Lng: -122.238539), Route carried "on" structure: City street 98434, Year Built: 1999, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 6,972 (year 2019), Truck Traffic: 40%, Average Future Daily Traffic: 11,500 (year 2040), Design Load: HS 20, Features Intersected: WHITE RIVER, Facility Carried by Structure: TACOMA AV E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.7 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: 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: 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: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $5,208,000, Roadway Improvement Cost: $1,042,000, Total Project Cost: $10,416,000 ( 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: 8664, Location: 1.4 N JCT SR410 (Lat: 47.216347, Lng: -122.238539), Route carried "on" structure: City street 98434, Year Built: 1999, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 6,972 (year 2019), Truck Traffic: 40%, Average Future Daily Traffic: 11,500 (year 2040), Design Load: HS 20, Features Intersected: WHITE RIVER, Facility Carried by Structure: TACOMA AV E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.7 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: 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: 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: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $5,208,000, Roadway Improvement Cost: $1,042,000, Total Project Cost: $10,416,000 ( 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: 89134, Location: 0.3 E JCT SR 167 (Lat: 47.203889, Lng: -122.245833), Route carried "on" structure: City street 96770, Year Built: 2019, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 9,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 16,000 (year 2041), Design Load: HL 93, Features Intersected: WHITE RIVER, Facility Carried by Structure: CANNERY WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.737, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 61.3m (201.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.7 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: Equal to present desirable 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: 9.57m (31.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $4,773,000, Roadway Improvement Cost: $955,000, Total Project Cost: $9,546,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 89134, Location: 0.3 E JCT SR 167 (Lat: 47.203889, Lng: -122.245833), Route carried "on" structure: City street 96770, Year Built: 2019, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 9,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 16,000 (year 2041), Design Load: HL 93, Features Intersected: WHITE RIVER, Facility Carried by Structure: CANNERY WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.737, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 61.3m (201.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.7 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: Equal to present desirable 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: 9.57m (31.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $4,773,000, Roadway Improvement Cost: $955,000, Total Project Cost: $9,546,000 ( Estimate for 2020), 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: 8102A, Location: 0.4 E JCT SR 167 (Lat: 47.198333, Lng: -122.248917), Route carried "under" structure: State highway 410, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 75,805 (year 2019), Truck Traffic: 7%, Features Intersected: SR 410, Facility Carried by Structure: TRAFFIC AVE
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 14.999, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 8102A, Location: 0.4 E JCT SR 167 (Lat: 47.198333, Lng: -122.248917), Route carried "under" structure: State highway 410, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 75,805 (year 2019), Truck Traffic: 7%, Features Intersected: SR 410, Facility Carried by Structure: TRAFFIC AVE
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 14.999, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 8102B, Location: 0.5 E JCT SR 167 (Lat: 47.197833, Lng: -122.248750), Route carried "under" structure: State highway 410, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 75,805 (year 2019), Truck Traffic: 7%, Features Intersected: STATE ROUTE 410, Facility Carried by Structure: NP RY
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 15.047, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 8102B, Location: 0.5 E JCT SR 167 (Lat: 47.197833, Lng: -122.248750), Route carried "under" structure: State highway 410, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 75,805 (year 2019), Truck Traffic: 7%, Features Intersected: STATE ROUTE 410, Facility Carried by Structure: NP RY
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 15.047, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 8102C, Location: 1.6 E JCT SR 167 (Lat: 47.192861, Lng: -122.229417), Route carried "under" structure: State highway 410, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 48,005 (year 2019), Truck Traffic: 7%, Features Intersected: SR 410, Facility Carried by Structure: SR 162-VALLEY AVE
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 16.737, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 8102C, Location: 1.6 E JCT SR 167 (Lat: 47.192861, Lng: -122.229417), Route carried "under" structure: State highway 410, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 48,005 (year 2019), Truck Traffic: 7%, Features Intersected: SR 410, Facility Carried by Structure: SR 162-VALLEY AVE
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 16.737, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 16597A, Location: 2.8 N JCT SR 410 (Lat: 47.235717, Lng: -122.252067), Route carried "under" structure: State highway 167, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 92,917 (year 2019), Truck Traffic: 9%, Features Intersected: SR 167, SOATON CK, Facility Carried by Structure: 24TH ST E
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 15.514, Lanes on structure: 5, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
Structure Number: 16597A, Location: 2.8 N JCT SR 410 (Lat: 47.235717, Lng: -122.252067), Route carried "under" structure: State highway 167, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 92,917 (year 2019), Truck Traffic: 9%, Features Intersected: SR 167, SOATON CK, Facility Carried by Structure: 24TH ST E
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 15.514, Lanes on structure: 5, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)