Bridge Statistics for Clatskanie, Oregon (OR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 180ft / 55.1mTotal length
- $2,001,000Total costs
- 37,809Total average daily traffic
- 5,313Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Clatskanie
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 31950-1959
- 11960-1969
- 51970-1979
- 11980-1989
- 11990-1999
- 52000-2009
- Bridge Condition - Deck
- 33.3%Very good
- 46.7%Good
- 20.0%Satisfactory
- Bridge Condition - Superstructure
- 13.3%Very good
- 46.7%Good
- 40.0%Satisfactory
- Bridge Condition - Substructure
- 20.0%Very good
- 33.3%Good
- 13.3%Satisfactory
- 20.0%Fair
- 13.3%Poor
- Bridge Condition - Channel
- 7.1%Very good
- 14.3%Good
- 57.1%Satisfactory
- 14.3%Fair
- 7.1%Poor
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Structure Number: 1339A401900025, Location: 007 MI N CITY OF CLATSKAN (Lat: 46.119900, Lng: -123.199600), Route carried "on" structure: County highway C4019, Year Built: 1979, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 382 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 427 (year 2025), Design Load: HS 20, Features Intersected: CLATSKANIE SLOUGH, Facility Carried by Structure: CLATSKANIE DIST RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: July 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1339A401900025, Location: 007 MI N CITY OF CLATSKAN (Lat: 46.119900, Lng: -123.199600), Route carried "on" structure: County highway C4019, Year Built: 1979, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 382 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 427 (year 2025), Design Load: HS 20, Features Intersected: CLATSKANIE SLOUGH, Facility Carried by Structure: CLATSKANIE DIST RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: July 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3128A414700386, Location: 005 MI S JCT FAS A751/752 (Lat: 46.119231, Lng: -123.164069), Route carried "on" structure: County highway A0752, Year Built: 1976, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 450 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 510 (year 2025), Design Load: HS 20, Features Intersected: BEAVER CREEK, Facility Carried by Structure: OLD HWY 30
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.212, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: July 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3128A414700386, Location: 005 MI S JCT FAS A751/752 (Lat: 46.119231, Lng: -123.164069), Route carried "on" structure: County highway A0752, Year Built: 1976, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 450 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 510 (year 2025), Design Load: HS 20, Features Intersected: BEAVER CREEK, Facility Carried by Structure: OLD HWY 30
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.212, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: July 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7519 02W 06121, Location: 0.5 MI E OF HWY 110 JCT (Lat: 46.102119, Lng: -123.199389), Route carried "on" structure: US 30, Year Built: 1954, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 7,806 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 8,800 (year 2040), Design Load: HS 20, Features Intersected: CLATSKANIE RIVER, Facility Carried by Structure: HWY 92
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.508, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 28.8 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: 22.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2021, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $458,000, Roadway Improvement Cost: $46,000, Total Project Cost: $733,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7519 02W 06121, Location: 0.5 MI E OF HWY 110 JCT (Lat: 46.102119, Lng: -123.199389), Route carried "on" structure: US 30, Year Built: 1954, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 7,806 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 8,800 (year 2040), Design Load: HS 20, Features Intersected: CLATSKANIE RIVER, Facility Carried by Structure: HWY 92
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.508, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 28.8 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: 22.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2021, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $458,000, Roadway Improvement Cost: $46,000, Total Project Cost: $733,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7715 02W 06082, Location: 1.0 MI E CLATSKANIE (Lat: 46.102081, Lng: -123.191211), Route carried "on" structure: US 30, Year Built: 1954, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 8,795 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 9,900 (year 2040), Design Load: HS 20, Features Intersected: SWEDETOWN COUNTY R, Facility Carried by Structure: HWY 2W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.880, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $416,000, Roadway Improvement Cost: $42,000, Total Project Cost: $666,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7715 02W 06082, Location: 1.0 MI E CLATSKANIE (Lat: 46.102081, Lng: -123.191211), Route carried "on" structure: US 30, Year Built: 1954, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 8,795 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 9,900 (year 2040), Design Load: HS 20, Features Intersected: SWEDETOWN COUNTY R, Facility Carried by Structure: HWY 2W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.880, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $416,000, Roadway Improvement Cost: $42,000, Total Project Cost: $666,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9B02 000 0001, Location: CLATSKANIE N CITY LIMITS (Lat: 46.104469, Lng: -123.201739), Route carried "on" structure: City street C0000, Year Built: 1986, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 277 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 306 (year 2025), Design Load: HS 20, Features Intersected: CITY STREET & STREAM, Facility Carried by Structure: PARK STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 82.6 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9B02 000 0001, Location: CLATSKANIE N CITY LIMITS (Lat: 46.104469, Lng: -123.201739), Route carried "on" structure: City street C0000, Year Built: 1986, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 277 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 306 (year 2025), Design Load: HS 20, Features Intersected: CITY STREET & STREAM, Facility Carried by Structure: PARK STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 82.6 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9B03 000 00015, Location: CLATSKANIE N CITY LIMITS (Lat: 46.105811, Lng: -123.201781), Route carried "on" structure: City street A0757, Year Built: 1934, Year Reconstructed: 1982, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 6,189 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 6,799 (year 2025), Features Intersected: CREEK, Facility Carried by Structure: NEHALEM STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9B03 000 00015, Location: CLATSKANIE N CITY LIMITS (Lat: 46.105811, Lng: -123.201781), Route carried "on" structure: City street A0757, Year Built: 1934, Year Reconstructed: 1982, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 6,189 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 6,799 (year 2025), Features Intersected: CREEK, Facility Carried by Structure: NEHALEM STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 13777B40890001, Location: 020 M S CITY OF CLATSKANI (Lat: 46.094967, Lng: -123.208744), Route carried "on" structure: County highway C4089, Year Built: 1978, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 458 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 518 (year 2025), Design Load: HS 20, Features Intersected: CONYERS CREEK, Facility Carried by Structure: Clatskanie Heights
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), 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: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13777B40890001, Location: 020 M S CITY OF CLATSKANI (Lat: 46.094967, Lng: -123.208744), Route carried "on" structure: County highway C4089, Year Built: 1978, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 458 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 518 (year 2025), Design Load: HS 20, Features Intersected: CONYERS CREEK, Facility Carried by Structure: Clatskanie Heights
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), 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: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13779A405200017, Location: 010 MI S CITY OF CLATSKAN (Lat: 46.099350, Lng: -123.187361), Route carried "on" structure: County highway C4052, Year Built: 1977, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 311 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 351 (year 2025), Design Load: HS 20, Features Intersected: CLATSKANIE RIVER, Facility Carried by Structure: Olson Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.7 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 minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13779A405200017, Location: 010 MI S CITY OF CLATSKAN (Lat: 46.099350, Lng: -123.187361), Route carried "on" structure: County highway C4052, Year Built: 1977, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 311 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 351 (year 2025), Design Load: HS 20, Features Intersected: CLATSKANIE RIVER, Facility Carried by Structure: Olson Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.7 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 minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13809A413400014, Location: 035 MI NE CLATSKANIE (Lat: 46.131697, Lng: -123.164047), Route carried "on" structure: County highway A0753, Year Built: 1961, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 1,339 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,514 (year 2025), Features Intersected: BEAVER CREEK, Facility Carried by Structure: MAYGER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13809A413400014, Location: 035 MI NE CLATSKANIE (Lat: 46.131697, Lng: -123.164047), Route carried "on" structure: County highway A0753, Year Built: 1961, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 1,339 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,514 (year 2025), Features Intersected: BEAVER CREEK, Facility Carried by Structure: MAYGER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13818A401200001, Location: 008 MI N CITY OF CLATSKAN (Lat: 46.128036, Lng: -123.207842), Route carried "on" structure: County highway C4012, Year Built: 1979, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 237 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 267 (year 2025), Design Load: HS 20, Features Intersected: BEAVER SLOUGH, Facility Carried by Structure: COLLINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: May 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13818A401200001, Location: 008 MI N CITY OF CLATSKAN (Lat: 46.128036, Lng: -123.207842), Route carried "on" structure: County highway C4012, Year Built: 1979, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 237 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 267 (year 2025), Design Load: HS 20, Features Intersected: BEAVER SLOUGH, Facility Carried by Structure: COLLINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: May 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18044 408700001, Location: 020 M E CITY OF CLATSKANI (Lat: 46.111419, Lng: -123.160639), Route carried "on" structure: County highway C4087, Year Built: 1998, Status: Open, Structure Length: 3.58m (11.75ft), Average Daily Traffic: 168 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 183 (year 2025), Design Load: HS 25 or greater, Features Intersected: BEAVER CREEK, Facility Carried by Structure: KUKKULA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 75.3 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $376,000, Roadway Improvement Cost: $38,000, Total Project Cost: $602,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18044 408700001, Location: 020 M E CITY OF CLATSKANI (Lat: 46.111419, Lng: -123.160639), Route carried "on" structure: County highway C4087, Year Built: 1998, Status: Open, Structure Length: 3.58m (11.75ft), Average Daily Traffic: 168 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 183 (year 2025), Design Load: HS 25 or greater, Features Intersected: BEAVER CREEK, Facility Carried by Structure: KUKKULA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 75.3 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $376,000, Roadway Improvement Cost: $38,000, Total Project Cost: $602,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18763 41570001, Location: COLUMBIA CO (Lat: 46.137031, Lng: -123.230569), Route carried "on" structure: County highway C4157, Year Built: 2000, Status: Open, Structure Length: 4.19m (13.75ft), Average Daily Traffic: 34 (year 2020), Average Future Daily Traffic: 38 (year 2025), Design Load: HS 25 or greater, Features Intersected: WESTPORT SLOUGH, Facility Carried by Structure: POINT ADAMS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.5m (47.6ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 75.3 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: November 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 18763 41570001, Location: COLUMBIA CO (Lat: 46.137031, Lng: -123.230569), Route carried "on" structure: County highway C4157, Year Built: 2000, Status: Open, Structure Length: 4.19m (13.75ft), Average Daily Traffic: 34 (year 2020), Average Future Daily Traffic: 38 (year 2025), Design Load: HS 25 or greater, Features Intersected: WESTPORT SLOUGH, Facility Carried by Structure: POINT ADAMS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.5m (47.6ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 75.3 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: November 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 20058 414700549, Location: 042 MI W HWY 30 JCTN (Lat: 46.103950, Lng: -123.140781), Route carried "on" structure: County highway A0752, Year Built: 2005, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 437 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 482 (year 2025), Design Load: HL 93, Features Intersected: BEAVER CREEK, Facility Carried by Structure: OLD HWY 30
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.835, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 61.2 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: 47.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20058 414700549, Location: 042 MI W HWY 30 JCTN (Lat: 46.103950, Lng: -123.140781), Route carried "on" structure: County highway A0752, Year Built: 2005, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 437 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 482 (year 2025), Design Load: HL 93, Features Intersected: BEAVER CREEK, Facility Carried by Structure: OLD HWY 30
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.835, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 61.2 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: 47.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20059 41470046, Location: 053 MI W HWY 30 JCT (Lat: 46.109611, Lng: -123.158769), Route carried "on" structure: County highway A0752, Year Built: 2005, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 437 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 482 (year 2025), Design Load: HL 93, Features Intersected: BEAVER CREEK, Facility Carried by Structure: OLD HWY 30
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.403, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20059 41470046, Location: 053 MI W HWY 30 JCT (Lat: 46.109611, Lng: -123.158769), Route carried "on" structure: County highway A0752, Year Built: 2005, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 437 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 482 (year 2025), Design Load: HL 93, Features Intersected: BEAVER CREEK, Facility Carried by Structure: OLD HWY 30
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.403, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20804 110 00125, Location: HWY 110 MP 1.25 (Lat: 46.107644, Lng: -123.227078), Route carried "on" structure: State highway 47, Year Built: 2008, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 952 (year 2020), Truck Traffic: 42%, Average Future Daily Traffic: 1,200 (year 2040), Design Load: HL 93, Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.012, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.3m (27.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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
Structure Number: 20804 110 00125, Location: HWY 110 MP 1.25 (Lat: 46.107644, Lng: -123.227078), Route carried "on" structure: State highway 47, Year Built: 2008, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 952 (year 2020), Truck Traffic: 42%, Average Future Daily Traffic: 1,200 (year 2040), Design Load: HL 93, Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.012, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.3m (27.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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
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Structure Number: 20994 41470062, Location: W HWY 30 JCTN (Lat: 46.104956, Lng: -123.124614), Route carried "on" structure: County highway A0752, Year Built: 2009, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 437 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 482 (year 2025), Design Load: HL 93, Features Intersected: GAP, Facility Carried by Structure: Beaver Falls Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.978, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 1.2m (3.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20994 41470062, Location: W HWY 30 JCTN (Lat: 46.104956, Lng: -123.124614), Route carried "on" structure: County highway A0752, Year Built: 2009, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 437 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 482 (year 2025), Design Load: HL 93, Features Intersected: GAP, Facility Carried by Structure: Beaver Falls Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.978, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 1.2m (3.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7715 02W 06082, Location: 1.0 MI E CLATSKANIE (Lat: 46.102081, Lng: -123.191211), Route carried "under" structure: County highway , Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 9,100 (year 2010), Truck Traffic: 15%, Features Intersected: SWEDETOWN COUNTY R, Facility Carried by Structure: HWY 2W
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 7715 02W 06082, Location: 1.0 MI E CLATSKANIE (Lat: 46.102081, Lng: -123.191211), Route carried "under" structure: County highway , Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 9,100 (year 2010), Truck Traffic: 15%, Features Intersected: SWEDETOWN COUNTY R, Facility Carried by Structure: HWY 2W
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 15.2m (49.9ft)