Bridge Statistics for Centralia, Washington (WA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 21910-1919
- 11920-1929
- 151940-1949
- 101950-1959
- 51960-1969
- 91970-1979
- 21980-1989
- 31990-1999
- 12000-2009
- 92010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 21960-1969
- 01970-1979
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 24.5%Very good
- 34.0%Good
- 35.8%Satisfactory
- 5.7%Fair
- Bridge Condition - Superstructure
- 26.4%Very good
- 32.1%Good
- 30.2%Satisfactory
- 9.4%Fair
- 1.9%Poor
- Bridge Condition - Substructure
- 30.2%Very good
- 35.8%Good
- 28.3%Satisfactory
- 5.7%Fair
- Bridge Condition - Channel
- 42.6%Very good
- 36.2%Good
- 17.0%Satisfactory
- 4.3%Poor
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
Find on map >> Show street view
Structure Number: CP, Location: 0.7 S JCT SR 507 (Lat: 46.721667, Lng: -122.951667), Route carried "on" structure: State highway 507, Year Built: 1918, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 6,078 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 7,828 (year 2039), Features Intersected: CHINA CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.796, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.4 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum 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: September 2021, Bridge Improvement Cost: $252,000, Roadway Improvement Cost: $50,000, Total Project Cost: $504,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: CP, Location: 0.7 S JCT SR 507 (Lat: 46.721667, Lng: -122.951667), Route carried "on" structure: State highway 507, Year Built: 1918, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 6,078 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 7,828 (year 2039), Features Intersected: CHINA CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.796, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.4 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum 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: September 2021, Bridge Improvement Cost: $252,000, Roadway Improvement Cost: $50,000, Total Project Cost: $504,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: HV, Location: 2.4 N JCT I-5 (Lat: 46.730422, Lng: -122.953692), Route carried "on" structure: State highway 507, Year Built: 1928, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 9,038 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 11,640 (year 2039), Design Load: H 20, Features Intersected: SKOOKUMCHUCK RIVER
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 3.798, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 45.4m (149.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 5.67m (18.60ft), 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: $1,265,000, Roadway Improvement Cost: $253,000, Total Project Cost: $2,530,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: HV, Location: 2.4 N JCT I-5 (Lat: 46.730422, Lng: -122.953692), Route carried "on" structure: State highway 507, Year Built: 1928, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 9,038 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 11,640 (year 2039), Design Load: H 20, Features Intersected: SKOOKUMCHUCK RIVER
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 3.798, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 45.4m (149.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 5.67m (18.60ft), 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: $1,265,000, Roadway Improvement Cost: $253,000, Total Project Cost: $2,530,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 3922A, Location: 3.7 N JCT SR 6 (Lat: 46.711736, Lng: -122.975503), Route carried "on" structure: Interstate 5, Year Built: 1951, Year Reconstructed: 1972, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 59,183 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 76,227 (year 2039), Design Load: HS 20+Mod, Features Intersected: SR 507 MELLEN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.435, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.87m (9.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,598,000, Roadway Improvement Cost: $320,000, Total Project Cost: $3,196,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3922A, Location: 3.7 N JCT SR 6 (Lat: 46.711736, Lng: -122.975503), Route carried "on" structure: Interstate 5, Year Built: 1951, Year Reconstructed: 1972, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 59,183 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 76,227 (year 2039), Design Load: HS 20+Mod, Features Intersected: SR 507 MELLEN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.435, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.87m (9.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,598,000, Roadway Improvement Cost: $320,000, Total Project Cost: $3,196,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 3936A, Location: 2.2 N JCT SR 6 (Lat: 46.691000, Lng: -122.969917), Route carried "on" structure: Interstate 5, Year Built: 1951, Year Reconstructed: 1972, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 75,990 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 97,875 (year 2039), Design Load: HS 20+Mod, Features Intersected: SALZER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 129.085, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 24.7m (81.0ft), Out-to-Out Width: 26.3m (86.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 35.3 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: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $2,296,000, Roadway Improvement Cost: $459,000, Total Project Cost: $4,592,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3936A, Location: 2.2 N JCT SR 6 (Lat: 46.691000, Lng: -122.969917), Route carried "on" structure: Interstate 5, Year Built: 1951, Year Reconstructed: 1972, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 75,990 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 97,875 (year 2039), Design Load: HS 20+Mod, Features Intersected: SALZER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 129.085, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 24.7m (81.0ft), Out-to-Out Width: 26.3m (86.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 35.3 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: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $2,296,000, Roadway Improvement Cost: $459,000, Total Project Cost: $4,592,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 9006A, Location: 0.7 N LEWIS CO (Lat: 46.772000, Lng: -122.923694), Route carried "on" structure: State highway 507, Year Built: 1971, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 2,838 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 4,109 (year 2039), Design Load: HS 20+Mod, Features Intersected: SKOOKUMCHUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.817, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 73.5 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,224,000, Roadway Improvement Cost: $245,000, Total Project Cost: $2,448,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 9006A, Location: 0.7 N LEWIS CO (Lat: 46.772000, Lng: -122.923694), Route carried "on" structure: State highway 507, Year Built: 1971, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 2,838 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 4,109 (year 2039), Design Load: HS 20+Mod, Features Intersected: SKOOKUMCHUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.817, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 73.5 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,224,000, Roadway Improvement Cost: $245,000, Total Project Cost: $2,448,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 9251A, Location: 1.1 N JCT SR 507 (Lat: 46.726972, Lng: -122.977028), Route carried "on" structure: Interstate 5, Year Built: 1972, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 51,346 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 66,133 (year 2039), Design Load: HS 20+Mod, Features Intersected: HARRISON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.141, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 26.4m (86.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.34m (20.80ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018, Bridge Improvement Cost: $3,411,000, Roadway Improvement Cost: $682,000, Total Project Cost: $6,822,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 9251A, Location: 1.1 N JCT SR 507 (Lat: 46.726972, Lng: -122.977028), Route carried "on" structure: Interstate 5, Year Built: 1972, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 51,346 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 66,133 (year 2039), Design Load: HS 20+Mod, Features Intersected: HARRISON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.141, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 26.4m (86.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.34m (20.80ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018, Bridge Improvement Cost: $3,411,000, Roadway Improvement Cost: $682,000, Total Project Cost: $6,822,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 10884A, Location: 4.5 N JCT I-5 (Lat: 46.753417, Lng: -122.940861), Route carried "on" structure: State highway 507, Year Built: 1978, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 3,976 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 5,121 (year 2039), Design Load: HS 20+Mod, Features Intersected: SKOOKUMCHUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.129, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.35m (24.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,832,000, Roadway Improvement Cost: $366,000, Total Project Cost: $3,663,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10884A, Location: 4.5 N JCT I-5 (Lat: 46.753417, Lng: -122.940861), Route carried "on" structure: State highway 507, Year Built: 1978, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 3,976 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 5,121 (year 2039), Design Load: HS 20+Mod, Features Intersected: SKOOKUMCHUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.129, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.35m (24.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,832,000, Roadway Improvement Cost: $366,000, Total Project Cost: $3,663,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 11757A, Location: 0.7 N JCT SR 507 (Lat: 46.720764, Lng: -122.976497), Route carried "on" structure: Interstate 5, Year Built: 1951, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 25,673 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 33,066 (year 2039), Design Load: HS 20, Features Intersected: SKOOKUMCHUCK RIVER
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 132.417, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.68m (25.20ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2020, Bridge Improvement Cost: $2,117,000, Roadway Improvement Cost: $423,000, Total Project Cost: $4,234,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 11757A, Location: 0.7 N JCT SR 507 (Lat: 46.720764, Lng: -122.976497), Route carried "on" structure: Interstate 5, Year Built: 1951, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 25,673 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 33,066 (year 2039), Design Load: HS 20, Features Intersected: SKOOKUMCHUCK RIVER
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 132.417, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.68m (25.20ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2020, Bridge Improvement Cost: $2,117,000, Roadway Improvement Cost: $423,000, Total Project Cost: $4,234,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 11757B, Location: 0.7 N JCT SR 507 (Lat: 46.720761, Lng: -122.976664), Route carried "on" structure: Interstate 5, Year Built: 1951, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 25,673 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 33,066 (year 2039), Design Load: HS 20, Features Intersected: SKOOKUMCHUCK RIVER
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 132.417, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.5 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: 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: 7.68m (25.20ft), 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: $2,117,000, Roadway Improvement Cost: $423,000, Total Project Cost: $4,234,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 11757B, Location: 0.7 N JCT SR 507 (Lat: 46.720761, Lng: -122.976664), Route carried "on" structure: Interstate 5, Year Built: 1951, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 25,673 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 33,066 (year 2039), Design Load: HS 20, Features Intersected: SKOOKUMCHUCK RIVER
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 132.417, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.5 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: 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: 7.68m (25.20ft), 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: $2,117,000, Roadway Improvement Cost: $423,000, Total Project Cost: $4,234,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 18272A, Location: 0.7 N JCT SR 507 (Lat: 46.720583, Lng: -122.976194), Route carried "on" structure: Ramp Interstate 5, Year Built: 2013, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 6,637 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 8,548 (year 2039), Design Load: HL 93, Features Intersected: SKOOKUMCHUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.4 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: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.30m (30.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,440,000, Roadway Improvement Cost: $488,000, Total Project Cost: $4,880,000 ( 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: 18272A, Location: 0.7 N JCT SR 507 (Lat: 46.720583, Lng: -122.976194), Route carried "on" structure: Ramp Interstate 5, Year Built: 2013, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 6,637 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 8,548 (year 2039), Design Load: HL 93, Features Intersected: SKOOKUMCHUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.4 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: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.30m (30.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,440,000, Roadway Improvement Cost: $488,000, Total Project Cost: $4,880,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 18272B, Location: 0.7 N JCT SR 507 (Lat: 46.720556, Lng: -122.976972), Route carried "on" structure: Ramp Interstate 5, Year Built: 2013, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 6,873 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 8,852 (year 2039), Design Load: HL 93, Features Intersected: SKOOKUMCHUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.497, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.1m (138.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.30m (30.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,708,000, Roadway Improvement Cost: $342,000, Total Project Cost: $3,416,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18272B, Location: 0.7 N JCT SR 507 (Lat: 46.720556, Lng: -122.976972), Route carried "on" structure: Ramp Interstate 5, Year Built: 2013, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 6,873 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 8,852 (year 2039), Design Load: HL 93, Features Intersected: SKOOKUMCHUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.497, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.1m (138.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.30m (30.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,708,000, Roadway Improvement Cost: $342,000, Total Project Cost: $3,416,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 18272C, Location: 1.6 N JCT SR 507 (Lat: 46.734908, Lng: -122.975111), Route carried "on" structure: Interstate 5, Year Built: 2013, Status: Open, Structure Length: 12.22m (40.09ft), Average Daily Traffic: 34,689 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 44,679 (year 2039), Design Load: HL 93, Features Intersected: RR & REYNOLDS RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 134.026, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.2m (158.1ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 49.2 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: 38.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.22m (40.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $4,812,000, Roadway Improvement Cost: $962,000, Total Project Cost: $9,624,000 ( 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: 18272C, Location: 1.6 N JCT SR 507 (Lat: 46.734908, Lng: -122.975111), Route carried "on" structure: Interstate 5, Year Built: 2013, Status: Open, Structure Length: 12.22m (40.09ft), Average Daily Traffic: 34,689 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 44,679 (year 2039), Design Load: HL 93, Features Intersected: RR & REYNOLDS RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 134.026, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.2m (158.1ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 49.2 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: 38.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.22m (40.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $4,812,000, Roadway Improvement Cost: $962,000, Total Project Cost: $9,624,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 18473A, Location: 1.6 N JCT SR 507 (Lat: 46.734694, Lng: -122.974983), Route carried "on" structure: Interstate 5, Year Built: 2015, Status: Open, Structure Length: 10.03m (32.91ft), Average Daily Traffic: 34,689 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 44,679 (year 2039), Design Load: HL 93, Features Intersected: BLAKESLEE JCT RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 134.026, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 49.4m (162.1ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 52.8 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: 40.8 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.03m (32.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $3,948,000, Roadway Improvement Cost: $790,000, Total Project Cost: $7,896,000 ( 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: 18473A, Location: 1.6 N JCT SR 507 (Lat: 46.734694, Lng: -122.974983), Route carried "on" structure: Interstate 5, Year Built: 2015, Status: Open, Structure Length: 10.03m (32.91ft), Average Daily Traffic: 34,689 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 44,679 (year 2039), Design Load: HL 93, Features Intersected: BLAKESLEE JCT RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 134.026, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 49.4m (162.1ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 52.8 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: 40.8 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.03m (32.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $3,948,000, Roadway Improvement Cost: $790,000, Total Project Cost: $7,896,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 18473B, Location: JCT I-5 (Lat: 46.707000, Lng: -122.974000), Route carried "on" structure: State highway 507, Year Built: 2014, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 7,937 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 10,222 (year 2039), Design Load: HL 93, Features Intersected: I-5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.4m (149.0ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 64.8 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: 48.3 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 desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.69m (15.39ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Bridge Improvement Cost: $1,386,000, Roadway Improvement Cost: $277,000, Total Project Cost: $2,772,000 ( 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: 18473B, Location: JCT I-5 (Lat: 46.707000, Lng: -122.974000), Route carried "on" structure: State highway 507, Year Built: 2014, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 7,937 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 10,222 (year 2039), Design Load: HL 93, Features Intersected: I-5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.4m (149.0ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 64.8 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: 48.3 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 desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.69m (15.39ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Bridge Improvement Cost: $1,386,000, Roadway Improvement Cost: $277,000, Total Project Cost: $2,772,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 79679, Location: 4.0 E CENTRALIA (Lat: 46.727800, Lng: -122.876564), Route carried "on" structure: County highway 17381, Year Built: 1966, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 78 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 141 (year 2040), Features Intersected: S HANAFORD CREEK, Facility Carried by Structure: TEITZEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 40.8 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $851,000, Roadway Improvement Cost: $170,000, Total Project Cost: $1,702,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 79679, Location: 4.0 E CENTRALIA (Lat: 46.727800, Lng: -122.876564), Route carried "on" structure: County highway 17381, Year Built: 1966, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 78 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 141 (year 2040), Features Intersected: S HANAFORD CREEK, Facility Carried by Structure: TEITZEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 40.8 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $851,000, Roadway Improvement Cost: $170,000, Total Project Cost: $1,702,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 79847, Location: 1.5 W CENTRALIA (Lat: 46.735944, Lng: -123.020581), Route carried "on" structure: County highway 91013, Year Built: 1969, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 1,881 (year 2017), Truck Traffic: 13%, Average Future Daily Traffic: 3,398 (year 2037), Design Load: HS 15, Features Intersected: CHEHALIS RIVER, Facility Carried by Structure: GALVIN RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 39.0m (128.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 12.19m (39.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Underwater Inspection Date: August 2019, Bridge Improvement Cost: $2,720,000, Roadway Improvement Cost: $544,000, Total Project Cost: $5,440,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 79847, Location: 1.5 W CENTRALIA (Lat: 46.735944, Lng: -123.020581), Route carried "on" structure: County highway 91013, Year Built: 1969, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 1,881 (year 2017), Truck Traffic: 13%, Average Future Daily Traffic: 3,398 (year 2037), Design Load: HS 15, Features Intersected: CHEHALIS RIVER, Facility Carried by Structure: GALVIN RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 39.0m (128.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 12.19m (39.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Underwater Inspection Date: August 2019, Bridge Improvement Cost: $2,720,000, Roadway Improvement Cost: $544,000, Total Project Cost: $5,440,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 81715, Location: 1.0 SW CENTRALIA (Lat: 46.705914, Lng: -123.013628), Route carried "on" structure: County highway 14004, Year Built: 1955, Year Reconstructed: 1987, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 143 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 259 (year 2039), Design Load: H 15, Features Intersected: SCAMMON CREEK, Facility Carried by Structure: BLANCHARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.9 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $141,000, Roadway Improvement Cost: $28,000, Total Project Cost: $282,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 81715, Location: 1.0 SW CENTRALIA (Lat: 46.705914, Lng: -123.013628), Route carried "on" structure: County highway 14004, Year Built: 1955, Year Reconstructed: 1987, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 143 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 259 (year 2039), Design Load: H 15, Features Intersected: SCAMMON CREEK, Facility Carried by Structure: BLANCHARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.9 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $141,000, Roadway Improvement Cost: $28,000, Total Project Cost: $282,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 81836, Location: 1. SE.CENTRALIA (Lat: 46.699150, Lng: -122.929283), Route carried "on" structure: County highway 15052, Year Built: 1983, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 1,510 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 2,728 (year 2039), Design Load: HS 20, Features Intersected: SALZER CR., Facility Carried by Structure: CENTRALIA ALPHA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $359,000, Roadway Improvement Cost: $72,000, Total Project Cost: $718,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 81836, Location: 1. SE.CENTRALIA (Lat: 46.699150, Lng: -122.929283), Route carried "on" structure: County highway 15052, Year Built: 1983, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 1,510 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 2,728 (year 2039), Design Load: HS 20, Features Intersected: SALZER CR., Facility Carried by Structure: CENTRALIA ALPHA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $359,000, Roadway Improvement Cost: $72,000, Total Project Cost: $718,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 81999, Location: 0.5 E CENTRALIA (Lat: 46.701353, Lng: -122.944917), Route carried "on" structure: County highway 15750, Year Built: 1964, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 33 (year 2018), Truck Traffic: 33%, Average Future Daily Traffic: 63 (year 2039), Features Intersected: SALZER CREEK, Facility Carried by Structure: ALVORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $263,000, Roadway Improvement Cost: $53,000, Total Project Cost: $526,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 81999, Location: 0.5 E CENTRALIA (Lat: 46.701353, Lng: -122.944917), Route carried "on" structure: County highway 15750, Year Built: 1964, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 33 (year 2018), Truck Traffic: 33%, Average Future Daily Traffic: 63 (year 2039), Features Intersected: SALZER CREEK, Facility Carried by Structure: ALVORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $263,000, Roadway Improvement Cost: $53,000, Total Project Cost: $526,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 82398, Location: 2.0 W KOPIAH (Lat: 46.706667, Lng: -122.861667), Route carried "on" structure: County highway 17151, Year Built: 1957, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 134 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 243 (year 2039), Features Intersected: S FK HANAFORD CREEK, Facility Carried by Structure: LITTLE HANAFORD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $623,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,246,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 82398, Location: 2.0 W KOPIAH (Lat: 46.706667, Lng: -122.861667), Route carried "on" structure: County highway 17151, Year Built: 1957, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 134 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 243 (year 2039), Features Intersected: S FK HANAFORD CREEK, Facility Carried by Structure: LITTLE HANAFORD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $623,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,246,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 82508, Location: 0.5 NW CHEHALIS (Lat: 46.691667, Lng: -122.971139), Route carried "on" structure: County highway 91026, Year Built: 1952, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 6,605 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 11,930 (year 2038), Design Load: H 15, Features Intersected: SALZER CREEK, Facility Carried by Structure: AIRPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $1,079,000, Roadway Improvement Cost: $216,000, Total Project Cost: $2,158,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 82508, Location: 0.5 NW CHEHALIS (Lat: 46.691667, Lng: -122.971139), Route carried "on" structure: County highway 91026, Year Built: 1952, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 6,605 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 11,930 (year 2038), Design Load: H 15, Features Intersected: SALZER CREEK, Facility Carried by Structure: AIRPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $1,079,000, Roadway Improvement Cost: $216,000, Total Project Cost: $2,158,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 82932, Location: 2.0 E CENTRALIA (Lat: 46.691078, Lng: -122.908056), Route carried "on" structure: County highway 15050, Year Built: 1960, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 169 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 306 (year 2039), Features Intersected: SALZER CREEK, Facility Carried by Structure: PROFFITT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $223,000, Roadway Improvement Cost: $45,000, Total Project Cost: $446,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 82932, Location: 2.0 E CENTRALIA (Lat: 46.691078, Lng: -122.908056), Route carried "on" structure: County highway 15050, Year Built: 1960, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 169 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 306 (year 2039), Features Intersected: SALZER CREEK, Facility Carried by Structure: PROFFITT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $223,000, Roadway Improvement Cost: $45,000, Total Project Cost: $446,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 83521, Location: 5. E CENTRALIA (Lat: 46.758931, Lng: -122.900856), Route carried "on" structure: County highway 91019, Year Built: 1974, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 561 (year 2019), Truck Traffic: 28%, Average Future Daily Traffic: 1,014 (year 2039), Design Load: HS 20, Features Intersected: SOUTH HANAFORD CR., Facility Carried by Structure: BIG HANAFORD RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $927,000, Roadway Improvement Cost: $185,000, Total Project Cost: $1,854,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83521, Location: 5. E CENTRALIA (Lat: 46.758931, Lng: -122.900856), Route carried "on" structure: County highway 91019, Year Built: 1974, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 561 (year 2019), Truck Traffic: 28%, Average Future Daily Traffic: 1,014 (year 2039), Design Load: HS 20, Features Intersected: SOUTH HANAFORD CR., Facility Carried by Structure: BIG HANAFORD RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $927,000, Roadway Improvement Cost: $185,000, Total Project Cost: $1,854,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 83628, Location: 3.0 E CENTRALIA (Lat: 46.749864, Lng: -122.914439), Route carried "on" structure: County highway 91019, Year Built: 1974, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 798 (year 2019), Truck Traffic: 30%, Average Future Daily Traffic: 1,442 (year 2039), Design Load: HS 20, Features Intersected: HANAFORD CK., Facility Carried by Structure: BIG HANAFORD RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,216,000, Roadway Improvement Cost: $243,000, Total Project Cost: $2,432,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83628, Location: 3.0 E CENTRALIA (Lat: 46.749864, Lng: -122.914439), Route carried "on" structure: County highway 91019, Year Built: 1974, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 798 (year 2019), Truck Traffic: 30%, Average Future Daily Traffic: 1,442 (year 2039), Design Load: HS 20, Features Intersected: HANAFORD CK., Facility Carried by Structure: BIG HANAFORD RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,216,000, Roadway Improvement Cost: $243,000, Total Project Cost: $2,432,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 85026, Location: 00.0 JCT. W B ST. (Lat: 46.712500, Lng: -122.947222), Route carried "on" structure: City street 4502, Year Built: 1980, Status: Open, Structure Length: 33.56m (110.10ft), Average Daily Traffic: 3,640 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 4,044 (year 2037), Design Load: H 15, Features Intersected: BNRR WARD STREET, Facility Carried by Structure: FAS 1198
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 33.86m (111.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $16,887,000, Roadway Improvement Cost: $3,377,000, Total Project Cost: $33,774,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 85026, Location: 00.0 JCT. W B ST. (Lat: 46.712500, Lng: -122.947222), Route carried "on" structure: City street 4502, Year Built: 1980, Status: Open, Structure Length: 33.56m (110.10ft), Average Daily Traffic: 3,640 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 4,044 (year 2037), Design Load: H 15, Features Intersected: BNRR WARD STREET, Facility Carried by Structure: FAS 1198
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 33.86m (111.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $16,887,000, Roadway Improvement Cost: $3,377,000, Total Project Cost: $33,774,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 85034, Location: 00.0 JCT. W FIRST S (Lat: 46.722306, Lng: -122.969250), Route carried "on" structure: City street 502, Year Built: 1968, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 22,996 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 25,551 (year 2037), Design Load: H 20, Features Intersected: SKOOKUMCHUCK RIVER, Facility Carried by Structure: HARRISON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.665, Lanes on structure: 5, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 85034, Location: 00.0 JCT. W FIRST S (Lat: 46.722306, Lng: -122.969250), Route carried "on" structure: City street 502, Year Built: 1968, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 22,996 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 25,551 (year 2037), Design Load: H 20, Features Intersected: SKOOKUMCHUCK RIVER, Facility Carried by Structure: HARRISON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.665, Lanes on structure: 5, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 85076, Location: .1 W JCT I-5 (Lat: 46.711722, Lng: -122.978472), Route carried "on" structure: City street 2401, Year Built: 1959, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 10,684 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 13,500 (year 2037), Design Load: H 15, Features Intersected: CHEHALIS RIVER, Facility Carried by Structure: FAS 1196
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 73.2m (240.2ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.27m (30.41ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Bridge Improvement Cost: $2,797,000, Roadway Improvement Cost: $559,000, Total Project Cost: $5,594,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 85076, Location: .1 W JCT I-5 (Lat: 46.711722, Lng: -122.978472), Route carried "on" structure: City street 2401, Year Built: 1959, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 10,684 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 13,500 (year 2037), Design Load: H 15, Features Intersected: CHEHALIS RIVER, Facility Carried by Structure: FAS 1196
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 73.2m (240.2ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.27m (30.41ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Bridge Improvement Cost: $2,797,000, Roadway Improvement Cost: $559,000, Total Project Cost: $5,594,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 85087, Location: 00.0 S JCT. CHESTNU (Lat: 46.708389, Lng: -122.957861), Route carried "on" structure: City street 201, Year Built: 1971, Status: Posted for load, Structure Length: 26.49m (86.91ft), Average Daily Traffic: 5,965 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 9,150 (year 2043), Design Load: HS 20, Features Intersected: BN RR TOWER AVE NORTHUP, Facility Carried by Structure: FAS 1027
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.028, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 26, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 26.49m (86.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $6,604,000, Roadway Improvement Cost: $1,321,000, Total Project Cost: $13,209,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 85087, Location: 00.0 S JCT. CHESTNU (Lat: 46.708389, Lng: -122.957861), Route carried "on" structure: City street 201, Year Built: 1971, Status: Posted for load, Structure Length: 26.49m (86.91ft), Average Daily Traffic: 5,965 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 9,150 (year 2043), Design Load: HS 20, Features Intersected: BN RR TOWER AVE NORTHUP, Facility Carried by Structure: FAS 1027
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.028, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 26, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 26.49m (86.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $6,604,000, Roadway Improvement Cost: $1,321,000, Total Project Cost: $13,209,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 85088, Location: 1.1 E. END FAS1027 (Lat: 46.716944, Lng: -122.960278), Route carried "on" structure: City street 401, Year Built: 1911, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 9,459 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 10,100 (year 2043), Design Load: H 15, Features Intersected: CHINA CREEK, Facility Carried by Structure: FAS 1027
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.663, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 85088, Location: 1.1 E. END FAS1027 (Lat: 46.716944, Lng: -122.960278), Route carried "on" structure: City street 401, Year Built: 1911, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 9,459 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 10,100 (year 2043), Design Load: H 15, Features Intersected: CHINA CREEK, Facility Carried by Structure: FAS 1027
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.663, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 85089, Location: 00.0 N JCT. SUMMA S (Lat: 46.708417, Lng: -122.957861), Route carried "on" structure: City street 601, Year Built: 1971, Status: Open, Structure Length: 30.69m (100.69ft), Average Daily Traffic: 6,971 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 8,465 (year 2042), Design Load: HS 20, Features Intersected: BN RR, GOLD ST,NORTHUP S, Facility Carried by Structure: FAS 1027
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.750, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 31, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 30.69m (100.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $9,264,000, Roadway Improvement Cost: $1,853,000, Total Project Cost: $18,529,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 85089, Location: 00.0 N JCT. SUMMA S (Lat: 46.708417, Lng: -122.957861), Route carried "on" structure: City street 601, Year Built: 1971, Status: Open, Structure Length: 30.69m (100.69ft), Average Daily Traffic: 6,971 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 8,465 (year 2042), Design Load: HS 20, Features Intersected: BN RR, GOLD ST,NORTHUP S, Facility Carried by Structure: FAS 1027
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.750, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 31, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 30.69m (100.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $9,264,000, Roadway Improvement Cost: $1,853,000, Total Project Cost: $18,529,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 85091, Location: .2 N JCT. SR 507 (Lat: 46.715250, Lng: -122.969222), Route carried "on" structure: City street 18007, Year Built: 1944, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 143 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 159 (year 2042), Design Load: HS 20, Features Intersected: CHINA CREEK, Facility Carried by Structure: PLUM ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.5 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: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 85091, Location: .2 N JCT. SR 507 (Lat: 46.715250, Lng: -122.969222), Route carried "on" structure: City street 18007, Year Built: 1944, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 143 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 159 (year 2042), Design Load: HS 20, Features Intersected: CHINA CREEK, Facility Carried by Structure: PLUM ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.5 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: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 85092, Location: .3 N JCT. SR 507 (Lat: 46.715472, Lng: -122.968500), Route carried "on" structure: City street 18008, Year Built: 1944, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 4,563 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,803 (year 2042), Design Load: H 15, Features Intersected: CHINA CREEK, Facility Carried by Structure: YEW ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 85092, Location: .3 N JCT. SR 507 (Lat: 46.715472, Lng: -122.968500), Route carried "on" structure: City street 18008, Year Built: 1944, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 4,563 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,803 (year 2042), Design Load: H 15, Features Intersected: CHINA CREEK, Facility Carried by Structure: YEW ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 85093, Location: .3 N JCT. SR 507 (Lat: 46.715306, Lng: -122.967222), Route carried "on" structure: City street 18009, Year Built: 1942, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,888 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,988 (year 2042), Design Load: HS 20, Features Intersected: CHINA CREEK, Facility Carried by Structure: PEAR ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 85093, Location: .3 N JCT. SR 507 (Lat: 46.715306, Lng: -122.967222), Route carried "on" structure: City street 18009, Year Built: 1942, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,888 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,988 (year 2042), Design Load: HS 20, Features Intersected: CHINA CREEK, Facility Carried by Structure: PEAR ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 85094, Location: .3 N JCT. SR 507 (Lat: 46.715833, Lng: -122.966222), Route carried "on" structure: City street 18010, Year Built: 1947, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 298 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 314 (year 2042), Design Load: HS 20, Features Intersected: CHINA CREEK, Facility Carried by Structure: CEDAR ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 85094, Location: .3 N JCT. SR 507 (Lat: 46.715833, Lng: -122.966222), Route carried "on" structure: City street 18010, Year Built: 1947, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 298 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 314 (year 2042), Design Load: HS 20, Features Intersected: CHINA CREEK, Facility Carried by Structure: CEDAR ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 85095, Location: .4 N JCT. SR 507 (Lat: 46.716028, Lng: -122.965611), Route carried "on" structure: City street 18011, Year Built: 1946, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 14 (year 2018), Average Future Daily Traffic: 35 (year 2040), Design Load: H 15, Features Intersected: CHINA CREEK, Facility Carried by Structure: WALNUT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 85095, Location: .4 N JCT. SR 507 (Lat: 46.716028, Lng: -122.965611), Route carried "on" structure: City street 18011, Year Built: 1946, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 14 (year 2018), Average Future Daily Traffic: 35 (year 2040), Design Load: H 15, Features Intersected: CHINA CREEK, Facility Carried by Structure: WALNUT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 85097, Location: .4 N JCT. SR 507 (Lat: 46.718333, Lng: -122.963361), Route carried "on" structure: City street 18013, Year Built: 1940, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 366 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 385 (year 2042), Design Load: HS 20, Features Intersected: CHINA CREEK, Facility Carried by Structure: KING ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 85097, Location: .4 N JCT. SR 507 (Lat: 46.718333, Lng: -122.963361), Route carried "on" structure: City street 18013, Year Built: 1940, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 366 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 385 (year 2042), Design Load: HS 20, Features Intersected: CHINA CREEK, Facility Carried by Structure: KING ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 85098, Location: .3 N JCT. SR 507 (Lat: 46.716722, Lng: -122.961833), Route carried "on" structure: City street 18015, Year Built: 1941, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,362 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,489 (year 2043), Design Load: H 15, Features Intersected: CHINA CREEK, Facility Carried by Structure: LOCUST ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 85098, Location: .3 N JCT. SR 507 (Lat: 46.716722, Lng: -122.961833), Route carried "on" structure: City street 18015, Year Built: 1941, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,362 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,489 (year 2043), Design Load: H 15, Features Intersected: CHINA CREEK, Facility Carried by Structure: LOCUST ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous