Bridge Statistics for Toppenish, Washington (WA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 125ft / 38.2mTotal length
- $17,581,000Total costs
- 61,739Total average daily traffic
- 9,143Total average daily truck traffic
- 78,485Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Toppenish
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 11940-1949
- 21950-1959
- 61960-1969
- 31970-1979
- 11990-1999
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 01950-1959
- 01960-1969
- 11970-1979
- Bridge Condition - Deck
- 6.3%Very good
- 56.3%Good
- 18.8%Satisfactory
- 18.8%Fair
- Bridge Condition - Superstructure
- 6.3%Very good
- 56.3%Good
- 31.3%Satisfactory
- 6.3%Poor
- Bridge Condition - Substructure
- 6.3%Very good
- 75.0%Good
- 12.5%Poor
- 6.3%Serious
- Bridge Condition - Channel
- 61.1%Very good
- 5.6%Good
- 22.2%Satisfactory
- 11.1%Fair
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Structure Number: P114, Location: 7.2 KM SOUTH OF TOPPENISH (Lat: 46.314556, Lng: -120.314889), Route carried "on" structure: Federal lands road 94, Year Built: 1975, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 100 (year 2041), Design Load: HS 20, Features Intersected: TOPPENISH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.100, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.0m (62.3ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.5 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P114, Location: 7.2 KM SOUTH OF TOPPENISH (Lat: 46.314556, Lng: -120.314889), Route carried "on" structure: Federal lands road 94, Year Built: 1975, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 100 (year 2041), Design Load: HS 20, Features Intersected: TOPPENISH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.100, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.0m (62.3ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.5 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: P115, Location: 7.2 KM SOUTH OF TOPPENISH (Lat: 46.314139, Lng: -120.314889), Route carried "on" structure: Federal lands road 94, Year Built: 1975, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 100 (year 2041), Design Load: HS 20, Features Intersected: TOPPENISH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.300, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.5 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P115, Location: 7.2 KM SOUTH OF TOPPENISH (Lat: 46.314139, Lng: -120.314889), Route carried "on" structure: Federal lands road 94, Year Built: 1975, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 100 (year 2041), Design Load: HS 20, Features Intersected: TOPPENISH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.300, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.5 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13521-00099, Location: 1/4 MI N OF REFUGE OFFICE (Lat: 46.308333, Lng: -120.346667), Route carried "on" structure: Federal lands road , Year Built: 1998, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 5 (year 2021), Average Future Daily Traffic: 5 (year 2041), Design Load: HS 20, Features Intersected: TOPPENISH CREEK, Facility Carried by Structure: REFUGE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: Bureau of Fish and Wildlife, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 13521-00099, Location: 1/4 MI N OF REFUGE OFFICE (Lat: 46.308333, Lng: -120.346667), Route carried "on" structure: Federal lands road , Year Built: 1998, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 5 (year 2021), Average Future Daily Traffic: 5 (year 2041), Design Load: HS 20, Features Intersected: TOPPENISH CREEK, Facility Carried by Structure: REFUGE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: Bureau of Fish and Wildlife, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1516B, Location: 27.3 N KLICKITAT CO (Lat: 46.361347, Lng: -120.320183), Route carried "on" structure: US 97, Year Built: 1931, Year Reconstructed: 1975, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 4,916 (year 2019), Truck Traffic: 24%, Average Future Daily Traffic: 6,449 (year 2039), Design Load: H 15, Features Intersected: WANITY SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.896, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 20.4 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: 15.9 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,016,000, Roadway Improvement Cost: $203,000, Total Project Cost: $2,033,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1516B, Location: 27.3 N KLICKITAT CO (Lat: 46.361347, Lng: -120.320183), Route carried "on" structure: US 97, Year Built: 1931, Year Reconstructed: 1975, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 4,916 (year 2019), Truck Traffic: 24%, Average Future Daily Traffic: 6,449 (year 2039), Design Load: H 15, Features Intersected: WANITY SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.896, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 20.4 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: 15.9 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,016,000, Roadway Improvement Cost: $203,000, Total Project Cost: $2,033,000 ( 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: 1942A, Location: 1.0 E JCT I-82 (Lat: 46.406750, Lng: -120.314500), Route carried "on" structure: State highway 22, Year Built: 1935, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 8,958 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 11,752 (year 2039), Design Load: H 15, Features Intersected: SLOUGH OF YAKIMA R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 20.7 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: 16.2 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 replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.51m (11.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $690,000, Roadway Improvement Cost: $138,000, Total Project Cost: $1,380,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1942A, Location: 1.0 E JCT I-82 (Lat: 46.406750, Lng: -120.314500), Route carried "on" structure: State highway 22, Year Built: 1935, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 8,958 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 11,752 (year 2039), Design Load: H 15, Features Intersected: SLOUGH OF YAKIMA R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 20.7 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: 16.2 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 replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.51m (11.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $690,000, Roadway Improvement Cost: $138,000, Total Project Cost: $1,380,000 ( 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: 3363A, Location: 1.5 N JCT SR 22 (Lat: 46.382622, Lng: -120.344306), Route carried "on" structure: US 97, Year Built: 1948, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 6,711 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 8,804 (year 2039), Design Load: HS 15, Features Intersected: WANITY SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 101.212, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $571,000, Roadway Improvement Cost: $114,000, Total Project Cost: $1,142,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3363A, Location: 1.5 N JCT SR 22 (Lat: 46.382622, Lng: -120.344306), Route carried "on" structure: US 97, Year Built: 1948, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 6,711 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 8,804 (year 2039), Design Load: HS 15, Features Intersected: WANITY SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 101.212, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $571,000, Roadway Improvement Cost: $114,000, Total Project Cost: $1,142,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3376B, Location: 24.8 N KLICKITAT CO (Lat: 46.324156, Lng: -120.320356), Route carried "on" structure: US 97, Year Built: 1931, Year Reconstructed: 1948, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 4,231 (year 2019), Truck Traffic: 37%, Average Future Daily Traffic: 5,551 (year 2039), Design Load: H 15, Features Intersected: MARION DRAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 93.744, 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: 4.3m (14.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 31.8 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: 24.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $392,000, Roadway Improvement Cost: $78,000, Total Project Cost: $784,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3376B, Location: 24.8 N KLICKITAT CO (Lat: 46.324156, Lng: -120.320356), Route carried "on" structure: US 97, Year Built: 1931, Year Reconstructed: 1948, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 4,231 (year 2019), Truck Traffic: 37%, Average Future Daily Traffic: 5,551 (year 2039), Design Load: H 15, Features Intersected: MARION DRAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 93.744, 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: 4.3m (14.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 31.8 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: 24.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $392,000, Roadway Improvement Cost: $78,000, Total Project Cost: $784,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7457A, Location: 1.5 N JCT SR 22 (Lat: 46.382506, Lng: -120.344361), Route carried "on" structure: US 97, Year Built: 1964, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 6,711 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 8,804 (year 2039), Design Load: HS 20, Features Intersected: WANITY SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 101.212, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Very 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: Equal to 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: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $622,000, Roadway Improvement Cost: $124,000, Total Project Cost: $1,243,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7457A, Location: 1.5 N JCT SR 22 (Lat: 46.382506, Lng: -120.344361), Route carried "on" structure: US 97, Year Built: 1964, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 6,711 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 8,804 (year 2039), Design Load: HS 20, Features Intersected: WANITY SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 101.212, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Very 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: Equal to 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: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $622,000, Roadway Improvement Cost: $124,000, Total Project Cost: $1,243,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7457C, Location: 3.1 N JCT SR 22 (Lat: 46.397111, Lng: -120.369028), Route carried "on" structure: US 97, Year Built: 1965, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 13,422 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 17,609 (year 2039), Design Load: HS 20+Mod, Features Intersected: LATERAL 3 IRR. CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 103.690, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 34 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $504,000, Roadway Improvement Cost: $101,000, Total Project Cost: $1,008,000 ( Estimate for 2014)
Structure Number: 7457C, Location: 3.1 N JCT SR 22 (Lat: 46.397111, Lng: -120.369028), Route carried "on" structure: US 97, Year Built: 1965, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 13,422 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 17,609 (year 2039), Design Load: HS 20+Mod, Features Intersected: LATERAL 3 IRR. CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 103.690, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 34 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $504,000, Roadway Improvement Cost: $101,000, Total Project Cost: $1,008,000 ( Estimate for 2014)
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Structure Number: 16207A, Location: 23.6 N KLICKITAT CO (Lat: 46.309317, Lng: -120.331817), Route carried "on" structure: US 97, Year Built: 2002, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 4,231 (year 2019), Truck Traffic: 37%, Average Future Daily Traffic: 5,551 (year 2039), Design Load: HL 93, Features Intersected: TOPPENISH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 91.813, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.71m (22.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Bridge Improvement Cost: $1,672,000, Roadway Improvement Cost: $334,000, Total Project Cost: $3,344,000 ( 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: 16207A, Location: 23.6 N KLICKITAT CO (Lat: 46.309317, Lng: -120.331817), Route carried "on" structure: US 97, Year Built: 2002, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 4,231 (year 2019), Truck Traffic: 37%, Average Future Daily Traffic: 5,551 (year 2039), Design Load: HL 93, Features Intersected: TOPPENISH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 91.813, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.71m (22.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Bridge Improvement Cost: $1,672,000, Roadway Improvement Cost: $334,000, Total Project Cost: $3,344,000 ( 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: 8092, Location: 00.13 E SR 97 (Lat: 46.360631, Lng: -120.317411), Route carried "on" structure: County highway 50400, Year Built: 1973, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,035 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,300 (year 2039), Design Load: HS 20, Features Intersected: WANITY SLOUGH, Facility Carried by Structure: LARUE RD.-IRRIG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 25.6 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: 13.9 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8092, Location: 00.13 E SR 97 (Lat: 46.360631, Lng: -120.317411), Route carried "on" structure: County highway 50400, Year Built: 1973, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,035 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,300 (year 2039), Design Load: HS 20, Features Intersected: WANITY SLOUGH, Facility Carried by Structure: LARUE RD.-IRRIG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 25.6 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: 13.9 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 83082, Location: 00.26 NO CHAMBERS (Lat: 46.331667, Lng: -120.271667), Route carried "on" structure: County highway 74350, Year Built: 1965, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 68 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 100 (year 2039), Design Load: H 15, Features Intersected: DRAIN, Facility Carried by Structure: STEVENS RD. -IRRIG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Very good, Operating Rating: 4.9 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: 3.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $517,000, Roadway Improvement Cost: $103,000, Total Project Cost: $1,034,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 83082, Location: 00.26 NO CHAMBERS (Lat: 46.331667, Lng: -120.271667), Route carried "on" structure: County highway 74350, Year Built: 1965, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 68 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 100 (year 2039), Design Load: H 15, Features Intersected: DRAIN, Facility Carried by Structure: STEVENS RD. -IRRIG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Very good, Operating Rating: 4.9 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: 3.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $517,000, Roadway Improvement Cost: $103,000, Total Project Cost: $1,034,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 83095, Location: 00.34 W MEYERS ROAD (Lat: 46.338628, Lng: -120.300944), Route carried "on" structure: County highway 74600, Year Built: 1967, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 250 (year 2040), Design Load: HS 20, Features Intersected: DRAIN, Facility Carried by Structure: ROCKY FORD RD.
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), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 83095, Location: 00.34 W MEYERS ROAD (Lat: 46.338628, Lng: -120.300944), Route carried "on" structure: County highway 74600, Year Built: 1967, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 250 (year 2040), Design Load: HS 20, Features Intersected: DRAIN, Facility Carried by Structure: ROCKY FORD RD.
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), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 83338, Location: 00.56 S CHAMBERS RD (Lat: 46.320000, Lng: -120.261667), Route carried "on" structure: County highway 74250, Year Built: 1960, Status: Posted for load, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 40 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 55 (year 2039), Design Load: H 15, Features Intersected: MARION DRAIN, Facility Carried by Structure: SLAYTON RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Serious, Channel: Very good, Operating Rating: 6.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2021, Underwater Inspection Date: January 2022, Bridge Improvement Cost: $759,000, Roadway Improvement Cost: $152,000, Total Project Cost: $1,518,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 83338, Location: 00.56 S CHAMBERS RD (Lat: 46.320000, Lng: -120.261667), Route carried "on" structure: County highway 74250, Year Built: 1960, Status: Posted for load, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 40 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 55 (year 2039), Design Load: H 15, Features Intersected: MARION DRAIN, Facility Carried by Structure: SLAYTON RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Serious, Channel: Very good, Operating Rating: 6.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2021, Underwater Inspection Date: January 2022, Bridge Improvement Cost: $759,000, Roadway Improvement Cost: $152,000, Total Project Cost: $1,518,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 83969, Location: 00.01 N MARION DRN (Lat: 46.324361, Lng: -120.346339), Route carried "on" structure: County highway 50890, Year Built: 1959, Status: Posted for load-capacity, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 110 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 200 (year 2039), Design Load: H 20, Features Intersected: MARION DRAIN, Facility Carried by Structure: ROBBINS RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 6.2 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: 4.9 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: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.35m (7.71ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: December 2020, Bridge Improvement Cost: $801,000, Roadway Improvement Cost: $160,000, Total Project Cost: $1,602,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 83969, Location: 00.01 N MARION DRN (Lat: 46.324361, Lng: -120.346339), Route carried "on" structure: County highway 50890, Year Built: 1959, Status: Posted for load-capacity, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 110 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 200 (year 2039), Design Load: H 20, Features Intersected: MARION DRAIN, Facility Carried by Structure: ROBBINS RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 6.2 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: 4.9 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: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.35m (7.71ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: December 2020, Bridge Improvement Cost: $801,000, Roadway Improvement Cost: $160,000, Total Project Cost: $1,602,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 84051, Location: 00.37 E OLDENWAY RD (Lat: 46.404244, Lng: -120.367583), Route carried "on" structure: County highway 50080, Year Built: 1958, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 485 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 835 (year 2041), Design Load: H 20, Features Intersected: DRAIN, Facility Carried by Structure: BRANCH ROAD EAST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $486,000, Roadway Improvement Cost: $97,000, Total Project Cost: $973,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 84051, Location: 00.37 E OLDENWAY RD (Lat: 46.404244, Lng: -120.367583), Route carried "on" structure: County highway 50080, Year Built: 1958, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 485 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 835 (year 2041), Design Load: H 20, Features Intersected: DRAIN, Facility Carried by Structure: BRANCH ROAD EAST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $486,000, Roadway Improvement Cost: $97,000, Total Project Cost: $973,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 84301, Location: 00.09 S CHAMBERS RD (Lat: 46.333333, Lng: -120.291667), Route carried "on" structure: County highway 70390, Year Built: 1965, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 16 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 20 (year 2039), Design Load: H 15, Features Intersected: WANITY SLOUGH, Facility Carried by Structure: MEYERS RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 15.2 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: 11.7 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021, Underwater Inspection Date: January 2022, Bridge Improvement Cost: $760,000, Roadway Improvement Cost: $152,000, Total Project Cost: $1,520,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 84301, Location: 00.09 S CHAMBERS RD (Lat: 46.333333, Lng: -120.291667), Route carried "on" structure: County highway 70390, Year Built: 1965, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 16 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 20 (year 2039), Design Load: H 15, Features Intersected: WANITY SLOUGH, Facility Carried by Structure: MEYERS RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 15.2 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: 11.7 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021, Underwater Inspection Date: January 2022, Bridge Improvement Cost: $760,000, Roadway Improvement Cost: $152,000, Total Project Cost: $1,520,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 88689, Location: Intersection with Elmwood (Lat: 46.375289, Lng: -120.333161), Route carried "on" structure: County highway 50000, Year Built: 2014, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 10,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 11,000 (year 2040), Design Load: HL 93, Features Intersected: Wanity Slough, Facility Carried by Structure: Fort Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 26.8m (87.9ft)
Condition: Channel: Very good, Culverts: 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: 33.4 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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 88689, Location: Intersection with Elmwood (Lat: 46.375289, Lng: -120.333161), Route carried "on" structure: County highway 50000, Year Built: 2014, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 10,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 11,000 (year 2040), Design Load: HL 93, Features Intersected: Wanity Slough, Facility Carried by Structure: Fort Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 26.8m (87.9ft)
Condition: Channel: Very good, Culverts: 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: 33.4 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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020