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
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Structure Number: 85099, Location: .1 S JCT. FAS1027 (Lat: 46.716947, Lng: -122.960500), Route carried "on" structure: City street 18016, Year Built: 1941, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 253 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 260 (year 2039), Design Load: H 15, Features Intersected: CHINA CREEK, Facility Carried by Structure: OAK 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: 4.6m (15.1ft), 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: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: 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: Monolithic Concrete
Structure Number: 85099, Location: .1 S JCT. FAS1027 (Lat: 46.716947, Lng: -122.960500), Route carried "on" structure: City street 18016, Year Built: 1941, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 253 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 260 (year 2039), Design Load: H 15, Features Intersected: CHINA CREEK, Facility Carried by Structure: OAK 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: 4.6m (15.1ft), 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: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: 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: Monolithic Concrete
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Structure Number: 851, Location: .1 N JCT. FAS1027 (Lat: 46.717778, Lng: -122.958611), Route carried "on" structure: City street 18018, Year Built: 1941, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 269 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 420 (year 2043), Design Load: H 15, Features Intersected: CHINA CREEK, Facility Carried by Structure: ROCK ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 5.5m (18.0ft), Right: 5.5m (18.0ft), 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: Superior 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: Monolithic Concrete
Structure Number: 851, Location: .1 N JCT. FAS1027 (Lat: 46.717778, Lng: -122.958611), Route carried "on" structure: City street 18018, Year Built: 1941, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 269 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 420 (year 2043), Design Load: H 15, Features Intersected: CHINA CREEK, Facility Carried by Structure: ROCK ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 5.5m (18.0ft), Right: 5.5m (18.0ft), 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: Superior 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: Monolithic Concrete
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Structure Number: 85101, Location: .1 N JCT. FAS1027 (Lat: 46.717778, Lng: -122.958056), Route carried "on" structure: City street 18019, Year Built: 1941, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 201 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 333 (year 2043), Design Load: H 15, Features Intersected: CHINA CREEK, Facility Carried by Structure: PINE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 5.5m (18.0ft), Right: 5.5m (18.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 32.7 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: Somewhat better than minimum adequacy, 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: Integral Concrete
Structure Number: 85101, Location: .1 N JCT. FAS1027 (Lat: 46.717778, Lng: -122.958056), Route carried "on" structure: City street 18019, Year Built: 1941, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 201 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 333 (year 2043), Design Load: H 15, Features Intersected: CHINA CREEK, Facility Carried by Structure: PINE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 5.5m (18.0ft), Right: 5.5m (18.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 32.7 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: Somewhat better than minimum adequacy, 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: Integral Concrete
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Structure Number: 85102, Location: .1 N JCT FAS 1027 (Lat: 46.723717, Lng: -122.957050), Route carried "on" structure: City street 18020, Year Built: 1941, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 336 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 580 (year 2043), Design Load: H 15, Features Intersected: CHINA CREEK, Facility Carried by Structure: IRON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 5.5m (18.0ft), Right: 5.5m (18.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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: 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: Monolithic Concrete
Structure Number: 85102, Location: .1 N JCT FAS 1027 (Lat: 46.723717, Lng: -122.957050), Route carried "on" structure: City street 18020, Year Built: 1941, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 336 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 580 (year 2043), Design Load: H 15, Features Intersected: CHINA CREEK, Facility Carried by Structure: IRON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 5.5m (18.0ft), Right: 5.5m (18.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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: 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: Monolithic Concrete
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Structure Number: 85103, Location: 00.05 W JCT SR 507 (Lat: 46.717778, Lng: -122.958083), Route carried "on" structure: City street 18021, Year Built: 1941, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 169 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 260 (year 2043), Design Load: H 15, Features Intersected: CHINA CREEK, Facility Carried by Structure: MAGONLIA ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 5.5m (18.0ft), Right: 5.5m (18.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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 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: Monolithic Concrete
Structure Number: 85103, Location: 00.05 W JCT SR 507 (Lat: 46.717778, Lng: -122.958083), Route carried "on" structure: City street 18021, Year Built: 1941, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 169 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 260 (year 2043), Design Load: H 15, Features Intersected: CHINA CREEK, Facility Carried by Structure: MAGONLIA ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 5.5m (18.0ft), Right: 5.5m (18.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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 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: Monolithic Concrete
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Structure Number: 85256, Location: E. C/L CENTRALIA (Lat: 46.699083, Lng: -122.950778), Route carried "on" structure: City street 18024, Year Built: 1971, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 66 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 69 (year 2042), Design Load: H 20, Features Intersected: SALZER CREEK, Facility Carried by Structure: FAIR ST EXTENSION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 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: Better than 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: Monolithic Concrete
Structure Number: 85256, Location: E. C/L CENTRALIA (Lat: 46.699083, Lng: -122.950778), Route carried "on" structure: City street 18024, Year Built: 1971, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 66 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 69 (year 2042), Design Load: H 20, Features Intersected: SALZER CREEK, Facility Carried by Structure: FAIR ST EXTENSION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 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: Better than 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: Monolithic Concrete
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Structure Number: 86052, Location: 1.23 WEST JCT 91000 (Lat: 46.735661, Lng: -123.015850), Route carried "on" structure: Spur County highway 91013, Year Built: 1993, Status: Open, Structure Length: 11.64m (38.19ft), Average Daily Traffic: 1,941 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 3,506 (year 2041), Design Load: HS 20, Features Intersected: CHEHALIS RIVER OVERFLOW, Facility Carried by Structure: GALVIN RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: Local Park, Forest, or Reservation Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.64m (38.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $2,445,000, Roadway Improvement Cost: $489,000, Total Project Cost: $4,890,000 ( 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: 86052, Location: 1.23 WEST JCT 91000 (Lat: 46.735661, Lng: -123.015850), Route carried "on" structure: Spur County highway 91013, Year Built: 1993, Status: Open, Structure Length: 11.64m (38.19ft), Average Daily Traffic: 1,941 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 3,506 (year 2041), Design Load: HS 20, Features Intersected: CHEHALIS RIVER OVERFLOW, Facility Carried by Structure: GALVIN RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: Local Park, Forest, or Reservation Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.64m (38.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $2,445,000, Roadway Improvement Cost: $489,000, Total Project Cost: $4,890,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 86184, Location: 00.1 N JCT. SR507 (Lat: 46.714444, Lng: -122.971500), Route carried "on" structure: City street 18006, Year Built: 1994, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 570 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 633 (year 2042), Design Load: HS 25 or greater, Features Intersected: CHINA CREEK, Facility Carried by Structure: MARSH AVENUE
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: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 86184, Location: 00.1 N JCT. SR507 (Lat: 46.714444, Lng: -122.971500), Route carried "on" structure: City street 18006, Year Built: 1994, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 570 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 633 (year 2042), Design Load: HS 25 or greater, Features Intersected: CHINA CREEK, Facility Carried by Structure: MARSH AVENUE
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: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 86188, Location: 0.17 m W of Zenkner Vally (Lat: 46.771294, Lng: -122.948167), Route carried "on" structure: Alternate County highway 13240, Year Built: 1995, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 79 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 122 (year 2041), Design Load: HS 20, Features Intersected: ZEKNOR CREEK, Facility Carried by Structure: MCELFRESH ROAD SW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: May 2021, Bridge Improvement Cost: $291,000, Roadway Improvement Cost: $58,000, Total Project Cost: $582,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 86188, Location: 0.17 m W of Zenkner Vally (Lat: 46.771294, Lng: -122.948167), Route carried "on" structure: Alternate County highway 13240, Year Built: 1995, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 79 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 122 (year 2041), Design Load: HS 20, Features Intersected: ZEKNOR CREEK, Facility Carried by Structure: MCELFRESH ROAD SW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: May 2021, Bridge Improvement Cost: $291,000, Roadway Improvement Cost: $58,000, Total Project Cost: $582,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 87221, Location: NE CENTRALIA (Lat: 46.735422, Lng: -122.964139), Route carried "on" structure: County highway 91011, Year Built: 1955, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 8,819 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 1,528 (year 2037), Design Load: H 15, Features Intersected: COFFEE CREEK, Facility Carried by Structure: WEST REYNOLDS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $154,000, Roadway Improvement Cost: $31,000, Total Project Cost: $307,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 87221, Location: NE CENTRALIA (Lat: 46.735422, Lng: -122.964139), Route carried "on" structure: County highway 91011, Year Built: 1955, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 8,819 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 1,528 (year 2037), Design Load: H 15, Features Intersected: COFFEE CREEK, Facility Carried by Structure: WEST REYNOLDS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $154,000, Roadway Improvement Cost: $31,000, Total Project Cost: $307,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 89021, Location: 0.24 m W of Oconner Rd (Lat: 46.778439, Lng: -122.922081), Route carried "on" structure: County highway 11565, Year Built: 2018, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 140 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 216 (year 2042), Design Load: HL 93, Features Intersected: OCONNER CREEK, Facility Carried by Structure: FLUMERFELT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $699,000, Roadway Improvement Cost: $140,000, Total Project Cost: $1,398,000 ( Estimate for 2014), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Galvanized Reinforcing
Structure Number: 89021, Location: 0.24 m W of Oconner Rd (Lat: 46.778439, Lng: -122.922081), Route carried "on" structure: County highway 11565, Year Built: 2018, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 140 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 216 (year 2042), Design Load: HL 93, Features Intersected: OCONNER CREEK, Facility Carried by Structure: FLUMERFELT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $699,000, Roadway Improvement Cost: $140,000, Total Project Cost: $1,398,000 ( Estimate for 2014), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Galvanized Reinforcing
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Structure Number: 89022, Location: 125' W of HWY 507 (Lat: 46.773128, Lng: -122.923872), Route carried "on" structure: Spur County highway 15215, Year Built: 2018, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 20 (year 2020), Average Future Daily Traffic: 31 (year 2042), Design Load: HL 93, Features Intersected: OCONNER CREEK, Facility Carried by Structure: TROY AVE SE
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable 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: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,003,000, Roadway Improvement Cost: $201,000, Total Project Cost: $2,006,000 ( Estimate for 2014), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Galvanized Reinforcing
Structure Number: 89022, Location: 125' W of HWY 507 (Lat: 46.773128, Lng: -122.923872), Route carried "on" structure: Spur County highway 15215, Year Built: 2018, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 20 (year 2020), Average Future Daily Traffic: 31 (year 2042), Design Load: HL 93, Features Intersected: OCONNER CREEK, Facility Carried by Structure: TROY AVE SE
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable 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: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,003,000, Roadway Improvement Cost: $201,000, Total Project Cost: $2,006,000 ( Estimate for 2014), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Galvanized Reinforcing
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Structure Number: 89117, Location: SW alley Maple/Pearl (Lat: 46.718961, Lng: -122.954878), Route carried "on" structure: City street 180, Year Built: 1946, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 10 (year 2018), Truck Traffic: 40%, Average Future Daily Traffic: 10 (year 2040), Features Intersected: China Creek, Facility Carried by Structure: ALLEY
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.001, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 89117, Location: SW alley Maple/Pearl (Lat: 46.718961, Lng: -122.954878), Route carried "on" structure: City street 180, Year Built: 1946, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 10 (year 2018), Truck Traffic: 40%, Average Future Daily Traffic: 10 (year 2040), Features Intersected: China Creek, Facility Carried by Structure: ALLEY
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.001, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 89118, Location: W.of Tower Ave (Lat: 46.719167, Lng: -122.953222), Route carried "on" structure: City street 5660, Year Built: 2003, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 1,414 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,450 (year 2041), Design Load: HS 20, Features Intersected: China Creek, Facility Carried by Structure: W. Maple St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 41.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 89118, Location: W.of Tower Ave (Lat: 46.719167, Lng: -122.953222), Route carried "on" structure: City street 5660, Year Built: 2003, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 1,414 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,450 (year 2041), Design Load: HS 20, Features Intersected: China Creek, Facility Carried by Structure: W. Maple St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 41.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 89119, Location: W. of Hwy 507 (Tower Ave) (Lat: 46.719111, Lng: -122.953139), Route carried "on" structure: City street 5660, Year Built: 1941, Year Reconstructed: 2003, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 1,504 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,520 (year 2041), Design Load: HS 20, Features Intersected: China Creek, Facility Carried by Structure: W. Maple 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: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Channel: Very good, Culverts: Good, 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: 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: October 2021
Structure Number: 89119, Location: W. of Hwy 507 (Tower Ave) (Lat: 46.719111, Lng: -122.953139), Route carried "on" structure: City street 5660, Year Built: 1941, Year Reconstructed: 2003, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 1,504 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,520 (year 2041), Design Load: HS 20, Features Intersected: China Creek, Facility Carried by Structure: W. Maple 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: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Channel: Very good, Culverts: Good, 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: 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: October 2021
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Structure Number: 8912, Location: 0.1 WEST OF ROCK ST (Lat: 46.717778, Lng: -122.958611), Route carried "on" structure: ServiceCity street 18023, Year Built: 2011, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 28 (year 2021), Truck Traffic: 37%, Average Future Daily Traffic: 33 (year 2043), Design Load: HL 93, Features Intersected: China Creek, Facility Carried by Structure: Alley
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 8912, Location: 0.1 WEST OF ROCK ST (Lat: 46.717778, Lng: -122.958611), Route carried "on" structure: ServiceCity street 18023, Year Built: 2011, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 28 (year 2021), Truck Traffic: 37%, Average Future Daily Traffic: 33 (year 2043), Design Load: HL 93, Features Intersected: China Creek, Facility Carried by Structure: Alley
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 89122, Location: East of SR507-Tower Ave (Lat: 46.719058, Lng: -122.952581), Route carried "on" structure: City street 5660, Year Built: 1941, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 1,504 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,520 (year 2041), Features Intersected: China Creek, Facility Carried by Structure: E. Maple 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: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 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: October 2021
Structure Number: 89122, Location: East of SR507-Tower Ave (Lat: 46.719058, Lng: -122.952581), Route carried "on" structure: City street 5660, Year Built: 1941, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 1,504 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,520 (year 2041), Features Intersected: China Creek, Facility Carried by Structure: E. Maple 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: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 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: October 2021
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Structure Number: 89176, Location: 0.4 W CENTRLIA (Lat: 46.706322, Lng: -122.995764), Route carried "on" structure: County highway 91025, Year Built: 2020, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 480 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 867 (year 2038), Design Load: HL 93, Features Intersected: SCAMMON CREEK, Facility Carried by Structure: GRAF ROAD
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, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 81.3 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: 62.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $422,000, Roadway Improvement Cost: $84,000, Total Project Cost: $843,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Other
Structure Number: 89176, Location: 0.4 W CENTRLIA (Lat: 46.706322, Lng: -122.995764), Route carried "on" structure: County highway 91025, Year Built: 2020, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 480 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 867 (year 2038), Design Load: HL 93, Features Intersected: SCAMMON CREEK, Facility Carried by Structure: GRAF ROAD
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, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 81.3 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: 62.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $422,000, Roadway Improvement Cost: $84,000, Total Project Cost: $843,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Other
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Structure Number: 3922A, Location: JCT I-5 (Lat: 46.711736, Lng: -122.975503), Route carried "under" structure: State highway 507, Year Built: 1951, Structure Length: 0. m, Average Daily Traffic: 6,420 (year 2019), Truck Traffic: 3%, Features Intersected: SR 507 MELLEN ST, Facility Carried by Structure: I-5
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 0.001, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 11.0m (36.1ft)
Structure Number: 3922A, Location: JCT I-5 (Lat: 46.711736, Lng: -122.975503), Route carried "under" structure: State highway 507, Year Built: 1951, Structure Length: 0. m, Average Daily Traffic: 6,420 (year 2019), Truck Traffic: 3%, Features Intersected: SR 507 MELLEN ST, Facility Carried by Structure: I-5
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 0.001, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 11.0m (36.1ft)
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Structure Number: 9251A, Location: 1.1 N JCT SR 507 (Lat: 46.726972, Lng: -122.977028), Route carried "under" structure: City street , Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 24,802 (year 2014), Truck Traffic: 5%, Features Intersected: HARRISON AVE, Facility Carried by Structure: I-5
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 0.161, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)
Structure Number: 9251A, Location: 1.1 N JCT SR 507 (Lat: 46.726972, Lng: -122.977028), Route carried "under" structure: City street , Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 24,802 (year 2014), Truck Traffic: 5%, Features Intersected: HARRISON AVE, Facility Carried by Structure: I-5
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 0.161, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)
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Structure Number: 18473B, Location: 3.4 N JCT SR 6 (Lat: 46.707000, Lng: -122.974000), Route carried "under" structure: Interstate 5, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 59,183 (year 2019), Truck Traffic: 17%, Features Intersected: I-5
Minimum Vertical Clearance: 6.48m (21.26ft), Kilometerpoint: 130.872, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.4m (149.0ft)
Structure Number: 18473B, Location: 3.4 N JCT SR 6 (Lat: 46.707000, Lng: -122.974000), Route carried "under" structure: Interstate 5, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 59,183 (year 2019), Truck Traffic: 17%, Features Intersected: I-5
Minimum Vertical Clearance: 6.48m (21.26ft), Kilometerpoint: 130.872, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.4m (149.0ft)