Bridge Statistics for Toledo, Washington (WA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 358ft / 109mTotal length
- $59,403,000Total costs
- 150,249Total average daily traffic
- 27,363Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Toledo
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 101950-1959
- 11960-1969
- 41970-1979
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 7.7%Very good
- 61.5%Good
- 7.7%Satisfactory
- 15.4%Fair
- 7.7%Serious
- Bridge Condition - Superstructure
- 15.4%Very good
- 46.2%Good
- 23.1%Satisfactory
- 7.7%Fair
- 7.7%Failed
- Bridge Condition - Substructure
- 76.9%Good
- 23.1%Satisfactory
- Bridge Condition - Channel
- 60.0%Very good
- 20.0%Good
- 20.0%Satisfactory
- Bridge Condition - Culverts
- 33.3%Very good
- 66.7%Good
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Structure Number: 4367A, Location: 2.0 N COWLITZ CO (Lat: 46.412883, Lng: -122.889847), Route carried "on" structure: Interstate 5, Year Built: 1953, Status: Open, Structure Length: 23.16m (75.98ft), Average Daily Traffic: 22,874 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 29,461 (year 2039), Design Load: HS 20, Features Intersected: COWLITZ RIVER
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 95.048, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Navigation Control: Yes ( Vertical Clearance: 4.6m (15.1ft), Horizontal Clearance: 67.1m (220.1ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 5, Length of Maximum Span: 73.2m (240.2ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 23.16m (75.98ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Critical Feature Inspection Date: June 2020, Bridge Improvement Cost: $5,624,000, Roadway Improvement Cost: $1,125,000, Total Project Cost: $11,248,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4367A, Location: 2.0 N COWLITZ CO (Lat: 46.412883, Lng: -122.889847), Route carried "on" structure: Interstate 5, Year Built: 1953, Status: Open, Structure Length: 23.16m (75.98ft), Average Daily Traffic: 22,874 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 29,461 (year 2039), Design Load: HS 20, Features Intersected: COWLITZ RIVER
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 95.048, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Navigation Control: Yes ( Vertical Clearance: 4.6m (15.1ft), Horizontal Clearance: 67.1m (220.1ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 5, Length of Maximum Span: 73.2m (240.2ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 23.16m (75.98ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Critical Feature Inspection Date: June 2020, Bridge Improvement Cost: $5,624,000, Roadway Improvement Cost: $1,125,000, Total Project Cost: $11,248,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4367B, Location: 2.0 N COWLITZ CO (Lat: 46.412867, Lng: -122.890003), Route carried "on" structure: Interstate 5, Year Built: 1953, Status: Open, Structure Length: 23.16m (75.98ft), Average Daily Traffic: 22,874 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 29,461 (year 2039), Design Load: HS 20, Features Intersected: COWLITZ RIVER
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 95.048, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Navigation Control: Yes ( Vertical Clearance: 4.6m (15.1ft), Horizontal Clearance: 67.1m (220.1ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 5, Length of Maximum Span: 73.2m (240.2ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 23.16m (75.98ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $6,840,000, Roadway Improvement Cost: $1,368,000, Total Project Cost: $13,680,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4367B, Location: 2.0 N COWLITZ CO (Lat: 46.412867, Lng: -122.890003), Route carried "on" structure: Interstate 5, Year Built: 1953, Status: Open, Structure Length: 23.16m (75.98ft), Average Daily Traffic: 22,874 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 29,461 (year 2039), Design Load: HS 20, Features Intersected: COWLITZ RIVER
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 95.048, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Navigation Control: Yes ( Vertical Clearance: 4.6m (15.1ft), Horizontal Clearance: 67.1m (220.1ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 5, Length of Maximum Span: 73.2m (240.2ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 23.16m (75.98ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $6,840,000, Roadway Improvement Cost: $1,368,000, Total Project Cost: $13,680,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4375A, Location: 0.4 N JCT SR 506 (Lat: 46.445250, Lng: -122.887667), Route carried "on" structure: Interstate 5, Year Built: 1953, Year Reconstructed: 1976, Status: Posted for load, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 43,712 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 56,301 (year 2039), Design Load: HS 20, Features Intersected: LACAMAS CR, DREWS PR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.669, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 25.9m (85.0ft), Out-to-Out Width: 28.2m (92.5ft)
Condition: Deck: Serious, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 23.3 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: 17.8 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: Superior to present desirable criteria, Underclear: High priority of corrective action, 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: 6.61m (21.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $3,776,000, Roadway Improvement Cost: $755,000, Total Project Cost: $7,552,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 4375A, Location: 0.4 N JCT SR 506 (Lat: 46.445250, Lng: -122.887667), Route carried "on" structure: Interstate 5, Year Built: 1953, Year Reconstructed: 1976, Status: Posted for load, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 43,712 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 56,301 (year 2039), Design Load: HS 20, Features Intersected: LACAMAS CR, DREWS PR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.669, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 25.9m (85.0ft), Out-to-Out Width: 28.2m (92.5ft)
Condition: Deck: Serious, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 23.3 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: 17.8 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: Superior to present desirable criteria, Underclear: High priority of corrective action, 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: 6.61m (21.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $3,776,000, Roadway Improvement Cost: $755,000, Total Project Cost: $7,552,000 ( 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: 5679A, Location: JCT I-5 (Lat: 46.439581, Lng: -122.888883), Route carried "on" structure: State highway 506, Year Built: 1958, Status: Closed, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 1,399 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,801 (year 2039), Design Load: HS 20, Features Intersected: I-5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.507, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Failed, Substructure: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.39m (17.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,274,000, Roadway Improvement Cost: $255,000, Total Project Cost: $2,549,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 5679A, Location: JCT I-5 (Lat: 46.439581, Lng: -122.888883), Route carried "on" structure: State highway 506, Year Built: 1958, Status: Closed, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 1,399 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,801 (year 2039), Design Load: HS 20, Features Intersected: I-5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.507, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Failed, Substructure: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.39m (17.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,274,000, Roadway Improvement Cost: $255,000, Total Project Cost: $2,549,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 14229A, Location: 3.9 E JCT I-5 (Lat: 46.438139, Lng: -122.842361), Route carried "on" structure: State highway 505, Year Built: 1994, Status: Open, Structure Length: 22.89m (75.10ft), Average Daily Traffic: 3,863 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 4,975 (year 2039), Design Load: HS 25 or greater, Features Intersected: COWLITZ RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.944, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 57.0m (187.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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: 22.89m (75.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $5,107,000, Roadway Improvement Cost: $1,021,000, Total Project Cost: $10,214,000 ( 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: 14229A, Location: 3.9 E JCT I-5 (Lat: 46.438139, Lng: -122.842361), Route carried "on" structure: State highway 505, Year Built: 1994, Status: Open, Structure Length: 22.89m (75.10ft), Average Daily Traffic: 3,863 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 4,975 (year 2039), Design Load: HS 25 or greater, Features Intersected: COWLITZ RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.944, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 57.0m (187.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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: 22.89m (75.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $5,107,000, Roadway Improvement Cost: $1,021,000, Total Project Cost: $10,214,000 ( 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: 79725, Location: 0.5 E JCT I-5 (Lat: 46.472806, Lng: -122.873106), Route carried "on" structure: State highway 505, Year Built: 1955, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 3,659 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 4,712 (year 2039), Features Intersected: LACAMAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.584, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.4 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.61m (18.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,472,000, Roadway Improvement Cost: $294,000, Total Project Cost: $2,944,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 79725, Location: 0.5 E JCT I-5 (Lat: 46.472806, Lng: -122.873106), Route carried "on" structure: State highway 505, Year Built: 1955, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 3,659 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 4,712 (year 2039), Features Intersected: LACAMAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.584, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.4 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.61m (18.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,472,000, Roadway Improvement Cost: $294,000, Total Project Cost: $2,944,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 80476, Location: 1.3 E JCT I-5 (Lat: 46.468808, Lng: -122.857928), Route carried "on" structure: State highway 505, Year Built: 1984, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 3,571 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 4,599 (year 2039), Design Load: HS 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.840, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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: 1.74m (5.71ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Bridge Improvement Cost: $422,000, Roadway Improvement Cost: $84,000, Total Project Cost: $844,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 80476, Location: 1.3 E JCT I-5 (Lat: 46.468808, Lng: -122.857928), Route carried "on" structure: State highway 505, Year Built: 1984, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 3,571 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 4,599 (year 2039), Design Load: HS 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.840, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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: 1.74m (5.71ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Bridge Improvement Cost: $422,000, Roadway Improvement Cost: $84,000, Total Project Cost: $844,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 81402, Location: 1.0 W TOLEDO (Lat: 46.453361, Lng: -122.880006), Route carried "on" structure: County highway 55030, Year Built: 1971, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 226 (year 2018), Truck Traffic: 94%, Average Future Daily Traffic: 306 (year 2038), Design Load: HS 20, Features Intersected: LACAMAS CREEK, Facility Carried by Structure: DREWS PRAIRIE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $646,000, Roadway Improvement Cost: $129,000, Total Project Cost: $1,293,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 81402, Location: 1.0 W TOLEDO (Lat: 46.453361, Lng: -122.880006), Route carried "on" structure: County highway 55030, Year Built: 1971, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 226 (year 2018), Truck Traffic: 94%, Average Future Daily Traffic: 306 (year 2038), Design Load: HS 20, Features Intersected: LACAMAS CREEK, Facility Carried by Structure: DREWS PRAIRIE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $646,000, Roadway Improvement Cost: $129,000, Total Project Cost: $1,293,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8201, Location: 1.0 E TOLEDO (Lat: 46.444122, Lng: -122.824461), Route carried "on" structure: County highway 51490, Year Built: 1962, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 255 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 461 (year 2039), Design Load: H 15, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: COLLINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 43.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $608,000, Roadway Improvement Cost: $122,000, Total Project Cost: $1,216,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8201, Location: 1.0 E TOLEDO (Lat: 46.444122, Lng: -122.824461), Route carried "on" structure: County highway 51490, Year Built: 1962, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 255 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 461 (year 2039), Design Load: H 15, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: COLLINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 43.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $608,000, Roadway Improvement Cost: $122,000, Total Project Cost: $1,216,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 82674, Location: 1.0 S. S.R. 505 (Lat: 46.422967, Lng: -122.840447), Route carried "on" structure: County highway 95000, Year Built: 1923, Year Reconstructed: 1981, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 1,693 (year 2017), Truck Traffic: 24%, Average Future Daily Traffic: 3,058 (year 2037), Design Load: HS 20, Features Intersected: SALMON CREEK, Facility Carried by Structure: JACKSON HWY SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 36.9 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: 27.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.61m (21.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $1,562,000, Roadway Improvement Cost: $312,000, Total Project Cost: $3,125,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 82674, Location: 1.0 S. S.R. 505 (Lat: 46.422967, Lng: -122.840447), Route carried "on" structure: County highway 95000, Year Built: 1923, Year Reconstructed: 1981, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 1,693 (year 2017), Truck Traffic: 24%, Average Future Daily Traffic: 3,058 (year 2037), Design Load: HS 20, Features Intersected: SALMON CREEK, Facility Carried by Structure: JACKSON HWY SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 36.9 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: 27.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.61m (21.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $1,562,000, Roadway Improvement Cost: $312,000, Total Project Cost: $3,125,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 83342, Location: 2.5 SW TOLEDO (Lat: 46.406278, Lng: -122.865500), Route carried "on" structure: County highway 50590, Year Built: 1957, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 114 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 206 (year 2038), Features Intersected: BRANCH FOSTER CREEK, Facility Carried by Structure: WALKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $24,000, Total Project Cost: $240,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 83342, Location: 2.5 SW TOLEDO (Lat: 46.406278, Lng: -122.865500), Route carried "on" structure: County highway 50590, Year Built: 1957, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 114 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 206 (year 2038), Features Intersected: BRANCH FOSTER CREEK, Facility Carried by Structure: WALKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $24,000, Total Project Cost: $240,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 83683, Location: 1.39 SE JCT 50850 (Lat: 46.411667, Lng: -122.800278), Route carried "on" structure: Spur County highway 50910, Year Built: 1977, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 31 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 56 (year 2038), Design Load: HS 20, Features Intersected: SALMON CREEK, Facility Carried by Structure: TOLEDO SALMON CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $278,000, Roadway Improvement Cost: $56,000, Total Project Cost: $557,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83683, Location: 1.39 SE JCT 50850 (Lat: 46.411667, Lng: -122.800278), Route carried "on" structure: Spur County highway 50910, Year Built: 1977, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 31 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 56 (year 2038), Design Load: HS 20, Features Intersected: SALMON CREEK, Facility Carried by Structure: TOLEDO SALMON CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $278,000, Roadway Improvement Cost: $56,000, Total Project Cost: $557,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 83773, Location: 2.0 SE TOLEDO (Lat: 46.412944, Lng: -122.818000), Route carried "on" structure: County highway 50852, Year Built: 1977, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 129 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 233 (year 2038), Design Load: HS 20, Features Intersected: SALMON CREEK, Facility Carried by Structure: TOOLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $708,000, Roadway Improvement Cost: $142,000, Total Project Cost: $1,416,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83773, Location: 2.0 SE TOLEDO (Lat: 46.412944, Lng: -122.818000), Route carried "on" structure: County highway 50852, Year Built: 1977, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 129 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 233 (year 2038), Design Load: HS 20, Features Intersected: SALMON CREEK, Facility Carried by Structure: TOOLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $708,000, Roadway Improvement Cost: $142,000, Total Project Cost: $1,416,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 84524, Location: 4.36 S JCT US 12 (Lat: 46.485078, Lng: -122.815294), Route carried "on" structure: County highway 95002, Year Built: 1926, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 932 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 1,684 (year 2038), Features Intersected: LAUSSIER CR., Facility Carried by Structure: JACKSON HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $882,000, Roadway Improvement Cost: $176,000, Total Project Cost: $1,763,000 ( Estimate for 2014)
Structure Number: 84524, Location: 4.36 S JCT US 12 (Lat: 46.485078, Lng: -122.815294), Route carried "on" structure: County highway 95002, Year Built: 1926, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 932 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 1,684 (year 2038), Features Intersected: LAUSSIER CR., Facility Carried by Structure: JACKSON HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $882,000, Roadway Improvement Cost: $176,000, Total Project Cost: $1,763,000 ( Estimate for 2014)
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Structure Number: 8485, Location: 3.5 N TOLEDO (Lat: 46.478228, Lng: -122.865511), Route carried "on" structure: County highway 55530, Year Built: 1975, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 349 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 669 (year 2039), Design Load: HS 20, Features Intersected: LACAMAS CREEK, Facility Carried by Structure: HENRIOT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 43.5 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: Superior to present desirable 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: January 2021, Bridge Improvement Cost: $269,000, Roadway Improvement Cost: $54,000, Total Project Cost: $538,000 ( Estimate for 2014)
Structure Number: 8485, Location: 3.5 N TOLEDO (Lat: 46.478228, Lng: -122.865511), Route carried "on" structure: County highway 55530, Year Built: 1975, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 349 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 669 (year 2039), Design Load: HS 20, Features Intersected: LACAMAS CREEK, Facility Carried by Structure: HENRIOT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 43.5 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: Superior to present desirable 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: January 2021, Bridge Improvement Cost: $269,000, Roadway Improvement Cost: $54,000, Total Project Cost: $538,000 ( Estimate for 2014)
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Structure Number: 87222, Location: 3.0 SE TOLEDO (Lat: 46.418944, Lng: -122.803694), Route carried "on" structure: County highway 50910, Year Built: 1955, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 136 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 246 (year 2038), Design Load: HS 15, Features Intersected: LITTLE SALMON CREEK, Facility Carried by Structure: TOLEDO SALMON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $112,000, Roadway Improvement Cost: $22,000, Total Project Cost: $224,000 ( Estimate for 2014)
Structure Number: 87222, Location: 3.0 SE TOLEDO (Lat: 46.418944, Lng: -122.803694), Route carried "on" structure: County highway 50910, Year Built: 1955, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 136 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 246 (year 2038), Design Load: HS 15, Features Intersected: LITTLE SALMON CREEK, Facility Carried by Structure: TOLEDO SALMON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $112,000, Roadway Improvement Cost: $22,000, Total Project Cost: $224,000 ( Estimate for 2014)
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Structure Number: 4367A, Location: 2.0 N COWLITZ CO (Lat: 46.412883, Lng: -122.889847), Route carried "under" structure: Ramp State highway 506, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 360 (year 2013), Truck Traffic: 1%, Features Intersected: COWLITZ RIVER, Facility Carried by Structure: I-5
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Truss - Thru, Length of Maximum Span: 73.2m (240.2ft)
Structure Number: 4367A, Location: 2.0 N COWLITZ CO (Lat: 46.412883, Lng: -122.889847), Route carried "under" structure: Ramp State highway 506, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 360 (year 2013), Truck Traffic: 1%, Features Intersected: COWLITZ RIVER, Facility Carried by Structure: I-5
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Truss - Thru, Length of Maximum Span: 73.2m (240.2ft)
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Structure Number: 4367B, Location: 2.0 N COWLITZ CO (Lat: 46.412867, Lng: -122.890003), Route carried "under" structure: Ramp State highway 506, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 360 (year 2013), Truck Traffic: 1%, Features Intersected: COWLITZ RIVER, Facility Carried by Structure: I-5
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Truss - Thru, Length of Maximum Span: 73.2m (240.2ft)
Structure Number: 4367B, Location: 2.0 N COWLITZ CO (Lat: 46.412867, Lng: -122.890003), Route carried "under" structure: Ramp State highway 506, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 360 (year 2013), Truck Traffic: 1%, Features Intersected: COWLITZ RIVER, Facility Carried by Structure: I-5
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Truss - Thru, Length of Maximum Span: 73.2m (240.2ft)
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Structure Number: 5679A, Location: JCT SR 506 (Lat: 46.439581, Lng: -122.888883), Route carried "under" structure: Interstate 5, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 43,712 (year 2019), Truck Traffic: 19%, Features Intersected: I-5
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 98.025, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.1m (43.0ft)
Structure Number: 5679A, Location: JCT SR 506 (Lat: 46.439581, Lng: -122.888883), Route carried "under" structure: Interstate 5, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 43,712 (year 2019), Truck Traffic: 19%, Features Intersected: I-5
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 98.025, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.1m (43.0ft)