Bridge Statistics for Silverton, Oregon (OR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 210ft / 64.4mTotal length
- $8,195,000Total costs
- 88,424Total average daily traffic
- 6,594Total average daily truck traffic
- 106,596Total future (year 2025) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Silverton
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11920-1929
- 31930-1939
- 41950-1959
- 51960-1969
- 31970-1979
- 11980-1989
- 11990-1999
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 11990-1999
- Bridge Condition - Deck
- 42.1%Good
- 36.8%Satisfactory
- 21.1%Fair
- Bridge Condition - Superstructure
- 52.6%Good
- 26.3%Satisfactory
- 21.1%Fair
- Bridge Condition - Substructure
- 31.6%Good
- 15.8%Satisfactory
- 42.1%Fair
- 5.3%Poor
- 5.3%Critical
- Bridge Condition - Channel
- 5.3%Very good
- 10.5%Good
- 52.6%Satisfactory
- 15.8%Fair
- 15.8%Poor
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Structure Number: 1260A018, Location: 02.0 MI S MT ANGEL (Lat: 45.037281, Lng: -122.814469), Route carried "on" structure: County highway A0590, Year Built: 1981, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 4,372 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,912 (year 2025), Design Load: HS 20, Features Intersected: ABIQUA CREEK, Facility Carried by Structure: MT ANGEL HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.832, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1260A018, Location: 02.0 MI S MT ANGEL (Lat: 45.037281, Lng: -122.814469), Route carried "on" structure: County highway A0590, Year Built: 1981, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 4,372 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,912 (year 2025), Design Load: HS 20, Features Intersected: ABIQUA CREEK, Facility Carried by Structure: MT ANGEL HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.832, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1534 034, Location: 03.0 SOUTH OF SILVERTON (Lat: 44.969350, Lng: -122.809489), Route carried "on" structure: County highway C0034, Year Built: 1930, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 6,643 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 7,681 (year 2025), Design Load: H 20, Features Intersected: DRIFT CREEK, Facility Carried by Structure: CASCADE HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.154, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 25.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $291,000, Roadway Improvement Cost: $29,000, Total Project Cost: $466,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1534 034, Location: 03.0 SOUTH OF SILVERTON (Lat: 44.969350, Lng: -122.809489), Route carried "on" structure: County highway C0034, Year Built: 1930, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 6,643 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 7,681 (year 2025), Design Load: H 20, Features Intersected: DRIFT CREEK, Facility Carried by Structure: CASCADE HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.154, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 25.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $291,000, Roadway Improvement Cost: $29,000, Total Project Cost: $466,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2012 160 02691, Location: 027 MI S MARION CO LN (Lat: 45.027911, Lng: -122.737353), Route carried "on" structure: State highway 213, Year Built: 1934, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 5,158 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 6,900 (year 2040), Design Load: H 15, Features Intersected: Abiqua Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.307, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 25.9 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: 20.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: July 2021, Underwater Inspection Date: May 2020, Bridge Improvement Cost: $588,000, Roadway Improvement Cost: $59,000, Total Project Cost: $941,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2012 160 02691, Location: 027 MI S MARION CO LN (Lat: 45.027911, Lng: -122.737353), Route carried "on" structure: State highway 213, Year Built: 1934, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 5,158 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 6,900 (year 2040), Design Load: H 15, Features Intersected: Abiqua Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.307, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 25.9 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: 20.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: July 2021, Underwater Inspection Date: May 2020, Bridge Improvement Cost: $588,000, Roadway Improvement Cost: $59,000, Total Project Cost: $941,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2013 160 0272, Location: 030 MI S CLACK MARION LN (Lat: 45.024681, Lng: -122.740875), Route carried "on" structure: State highway 213, Year Built: 1934, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 5,158 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 6,900 (year 2040), Design Load: H 15, Features Intersected: Abiqua Creek Oflow
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.774, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $77,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2013 160 0272, Location: 030 MI S CLACK MARION LN (Lat: 45.024681, Lng: -122.740875), Route carried "on" structure: State highway 213, Year Built: 1934, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 5,158 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 6,900 (year 2040), Design Load: H 15, Features Intersected: Abiqua Creek Oflow
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.774, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $77,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2504A074, Location: 02.0 NE OF SILVERTON (Lat: 45.034750, Lng: -122.758469), Route carried "on" structure: County highway A0593, Year Built: 1954, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 2,635 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,960 (year 2025), Design Load: HS 20, Features Intersected: ABIQUA CREEK, Facility Carried by Structure: MERIDIAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.655, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Critical, Channel: Poor, Operating Rating: 33.0 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: 25.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $395,000, Roadway Improvement Cost: $40,000, Total Project Cost: $632,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2504A074, Location: 02.0 NE OF SILVERTON (Lat: 45.034750, Lng: -122.758469), Route carried "on" structure: County highway A0593, Year Built: 1954, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 2,635 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,960 (year 2025), Design Load: HS 20, Features Intersected: ABIQUA CREEK, Facility Carried by Structure: MERIDIAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.655, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Critical, Channel: Poor, Operating Rating: 33.0 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: 25.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $395,000, Roadway Improvement Cost: $40,000, Total Project Cost: $632,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5381 647, Location: 024MI SO OF MT ANGEL (Lat: 45.032111, Lng: -122.798250), Route carried "on" structure: County highway C0647, Year Built: 1916, Year Reconstructed: 1990, Status: Posted for load, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 327 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 367 (year 2025), Design Load: H 10, Features Intersected: ABIQUA CREEK, Facility Carried by Structure: GALLON HOUSE
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.740, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 6.8 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: 5.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2020, Bridge Improvement Cost: $468,000, Roadway Improvement Cost: $47,000, Total Project Cost: $748,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 5381 647, Location: 024MI SO OF MT ANGEL (Lat: 45.032111, Lng: -122.798250), Route carried "on" structure: County highway C0647, Year Built: 1916, Year Reconstructed: 1990, Status: Posted for load, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 327 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 367 (year 2025), Design Load: H 10, Features Intersected: ABIQUA CREEK, Facility Carried by Structure: GALLON HOUSE
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.740, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 6.8 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: 5.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2020, Bridge Improvement Cost: $468,000, Roadway Improvement Cost: $47,000, Total Project Cost: $748,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 5387 026, Location: 03.0 WEST OF SILVERTON (Lat: 45.009481, Lng: -122.843339), Route carried "on" structure: County highway A0584, Year Built: 1969, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 17,615 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 24,500 (year 2040), Design Load: H 20, Features Intersected: PUDDING RIVER, Facility Carried by Structure: HAZELGREEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.905, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 27.9 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: 21.4 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.20m (13.78ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $439,000, Roadway Improvement Cost: $44,000, Total Project Cost: $702,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 5387 026, Location: 03.0 WEST OF SILVERTON (Lat: 45.009481, Lng: -122.843339), Route carried "on" structure: County highway A0584, Year Built: 1969, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 17,615 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 24,500 (year 2040), Design Load: H 20, Features Intersected: PUDDING RIVER, Facility Carried by Structure: HAZELGREEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.905, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 27.9 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: 21.4 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.20m (13.78ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $439,000, Roadway Improvement Cost: $44,000, Total Project Cost: $702,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 5389A639, Location: 008 MI N HWY 213 (Lat: 45.006311, Lng: -122.825050), Route carried "on" structure: County highway C0639, Year Built: 1955, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 2,506 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,816 (year 2025), Design Load: HS 15, Features Intersected: SILVER CREEK, Facility Carried by Structure: BRUSH CR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.336, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Poor, Operating Rating: 34.5 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: Meets minimum limits, Deck Geometry: High priority of replacement, 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 36 months, Inspection Date: August 2020, Underwater Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5389A639, Location: 008 MI N HWY 213 (Lat: 45.006311, Lng: -122.825050), Route carried "on" structure: County highway C0639, Year Built: 1955, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 2,506 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,816 (year 2025), Design Load: HS 15, Features Intersected: SILVER CREEK, Facility Carried by Structure: BRUSH CR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.336, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Poor, Operating Rating: 34.5 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: Meets minimum limits, Deck Geometry: High priority of replacement, 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 36 months, Inspection Date: August 2020, Underwater Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5551A735, Location: 01.2 E OF HOWELL PRAIRIE (Lat: 44.970431, Lng: -122.849819), Route carried "on" structure: County highway A0582, Year Built: 1958, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 725 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 809 (year 2025), Design Load: HS 20, Features Intersected: PUDDING RIVER, Facility Carried by Structure: KAUFMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.803, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5551A735, Location: 01.2 E OF HOWELL PRAIRIE (Lat: 44.970431, Lng: -122.849819), Route carried "on" structure: County highway A0582, Year Built: 1958, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 725 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 809 (year 2025), Design Load: HS 20, Features Intersected: PUDDING RIVER, Facility Carried by Structure: KAUFMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.803, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, 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: 5552A735, Location: NEAR HOWELL PRAIRIE (Lat: 44.969650, Lng: -122.844619), Route carried "on" structure: County highway A0582, Year Built: 1958, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 725 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 809 (year 2025), Design Load: HS 20, Features Intersected: BEAVER CREEK, Facility Carried by Structure: KAUFMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.222, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5552A735, Location: NEAR HOWELL PRAIRIE (Lat: 44.969650, Lng: -122.844619), Route carried "on" structure: County highway A0582, Year Built: 1958, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 725 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 809 (year 2025), Design Load: HS 20, Features Intersected: BEAVER CREEK, Facility Carried by Structure: KAUFMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.222, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9564 140 0487, Location: 023 MI S MT ANGEL (Lat: 45.031469, Lng: -122.790739), Route carried "on" structure: State highway 214, Year Built: 1966, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 7,305 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 9,900 (year 2040), Design Load: HS 20, Features Intersected: Abiqua Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.375, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 18.5 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: 14.3 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: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.90m (22.64ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: September 2021, Underwater Inspection Date: March 2021, Bridge Improvement Cost: $730,000, Roadway Improvement Cost: $73,000, Total Project Cost: $1,168,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9564 140 0487, Location: 023 MI S MT ANGEL (Lat: 45.031469, Lng: -122.790739), Route carried "on" structure: State highway 214, Year Built: 1966, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 7,305 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 9,900 (year 2040), Design Load: HS 20, Features Intersected: Abiqua Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.375, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 18.5 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: 14.3 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: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.90m (22.64ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: September 2021, Underwater Inspection Date: March 2021, Bridge Improvement Cost: $730,000, Roadway Improvement Cost: $73,000, Total Project Cost: $1,168,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9765 034, Location: IN SILVERTON (Lat: 45.008300, Lng: -122.787781), Route carried "on" structure: County highway C0034, Year Built: 1969, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 4,272 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 4,763 (year 2025), Design Load: HS 20, Features Intersected: SILVER CREEK, Facility Carried by Structure: C STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.288, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: 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: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9765 034, Location: IN SILVERTON (Lat: 45.008300, Lng: -122.787781), Route carried "on" structure: County highway C0034, Year Built: 1969, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 4,272 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 4,763 (year 2025), Design Load: HS 20, Features Intersected: SILVER CREEK, Facility Carried by Structure: C STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.288, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: 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: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 18008 047, Location: 02.0 E OF CENTRAL HOWELL (Lat: 44.993961, Lng: -122.845431), Route carried "on" structure: County highway C0047, Year Built: 1995, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 11,894 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 12,644 (year 2025), Design Load: HS 25 or greater, Features Intersected: PUDDING RIVER, Facility Carried by Structure: SILVERTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.668, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.80m (22.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $711,000, Roadway Improvement Cost: $71,000, Total Project Cost: $1,137,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18008 047, Location: 02.0 E OF CENTRAL HOWELL (Lat: 44.993961, Lng: -122.845431), Route carried "on" structure: County highway C0047, Year Built: 1995, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 11,894 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 12,644 (year 2025), Design Load: HS 25 or greater, Features Intersected: PUDDING RIVER, Facility Carried by Structure: SILVERTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.668, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.80m (22.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $711,000, Roadway Improvement Cost: $71,000, Total Project Cost: $1,137,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 47C100A577, Location: WEST OF WATER / MAIN INT. (Lat: 45.004939, Lng: -122.783481), Route carried "on" structure: City street A0577, Year Built: 1974, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 12,536 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 13,286 (year 2025), Design Load: HS 20, Features Intersected: SILVER CREEK, Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $259,000, Roadway Improvement Cost: $26,000, Total Project Cost: $415,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 47C100A577, Location: WEST OF WATER / MAIN INT. (Lat: 45.004939, Lng: -122.783481), Route carried "on" structure: City street A0577, Year Built: 1974, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 12,536 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 13,286 (year 2025), Design Load: HS 20, Features Intersected: SILVER CREEK, Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $259,000, Roadway Improvement Cost: $26,000, Total Project Cost: $415,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 47C2, Location: 000SOUTH OF WATER/JAMES I (Lat: 45.009611, Lng: -122.790011), Route carried "on" structure: City street , Year Built: 1929, Year Reconstructed: 1949, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 4,399 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 4,944 (year 2025), Design Load: H 15, Features Intersected: SILVER CREEK, Facility Carried by Structure: JAMES AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 28.5 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: 22.0 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $307,000, Roadway Improvement Cost: $31,000, Total Project Cost: $492,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 47C2, Location: 000SOUTH OF WATER/JAMES I (Lat: 45.009611, Lng: -122.790011), Route carried "on" structure: City street , Year Built: 1929, Year Reconstructed: 1949, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 4,399 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 4,944 (year 2025), Design Load: H 15, Features Intersected: SILVER CREEK, Facility Carried by Structure: JAMES AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 28.5 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: 22.0 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $307,000, Roadway Improvement Cost: $31,000, Total Project Cost: $492,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 47C24 079, Location: 00.8 N OF VICTOR POINT (Lat: 44.924081, Lng: -122.756081), Route carried "on" structure: County highway A0583, Year Built: 1974, Status: Posted for load, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 413 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 463 (year 2025), Design Load: H 20, Features Intersected: DRIFT CREEK, Facility Carried by Structure: VICTOR POINT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.775, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 23.7 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: 18.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $412,000, Roadway Improvement Cost: $41,000, Total Project Cost: $659,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 47C24 079, Location: 00.8 N OF VICTOR POINT (Lat: 44.924081, Lng: -122.756081), Route carried "on" structure: County highway A0583, Year Built: 1974, Status: Posted for load, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 413 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 463 (year 2025), Design Load: H 20, Features Intersected: DRIFT CREEK, Facility Carried by Structure: VICTOR POINT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.775, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 23.7 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: 18.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $412,000, Roadway Improvement Cost: $41,000, Total Project Cost: $659,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 47C61 754, Location: 029M SW JCT HWY 213 & 214 (Lat: 44.984339, Lng: -122.834111), Route carried "on" structure: County highway C0754, Year Built: 1974, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 599 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 668 (year 2025), Design Load: H 20, Features Intersected: PUDDING RIVER, Facility Carried by Structure: SELAH SPR. RD N.E.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.750, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: August 2020, Underwater Inspection Date: April 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 47C61 754, Location: 029M SW JCT HWY 213 & 214 (Lat: 44.984339, Lng: -122.834111), Route carried "on" structure: County highway C0754, Year Built: 1974, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 599 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 668 (year 2025), Design Load: H 20, Features Intersected: PUDDING RIVER, Facility Carried by Structure: SELAH SPR. RD N.E.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.750, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: August 2020, Underwater Inspection Date: April 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 47C62 755, Location: 040MI SW JCT HWY 213-214 (Lat: 44.960631, Lng: -122.829411), Route carried "on" structure: County highway C0755, Year Built: 1964, Status: Posted for load, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 417 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 465 (year 2025), Design Load: H 20, Features Intersected: BEAVER CREEK, Facility Carried by Structure: HIBBARD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.124, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 27.2 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: 21.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $224,000, Roadway Improvement Cost: $22,000, Total Project Cost: $359,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 47C62 755, Location: 040MI SW JCT HWY 213-214 (Lat: 44.960631, Lng: -122.829411), Route carried "on" structure: County highway C0755, Year Built: 1964, Status: Posted for load, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 417 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 465 (year 2025), Design Load: H 20, Features Intersected: BEAVER CREEK, Facility Carried by Structure: HIBBARD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.124, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 27.2 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: 21.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $224,000, Roadway Improvement Cost: $22,000, Total Project Cost: $359,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 47C63 755, Location: 031MI SE JCT HWY 213-214 (Lat: 44.976489, Lng: -122.829781), Route carried "on" structure: County highway C0755, Year Built: 1964, Status: Posted for load, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 725 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 809 (year 2025), Design Load: H 20, Features Intersected: DRIFT CREEK, Facility Carried by Structure: HIBBARD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.911, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 27.9 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: 21.4 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: 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $221,000, Roadway Improvement Cost: $22,000, Total Project Cost: $353,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 47C63 755, Location: 031MI SE JCT HWY 213-214 (Lat: 44.976489, Lng: -122.829781), Route carried "on" structure: County highway C0755, Year Built: 1964, Status: Posted for load, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 725 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 809 (year 2025), Design Load: H 20, Features Intersected: DRIFT CREEK, Facility Carried by Structure: HIBBARD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.911, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 27.9 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: 21.4 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: 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $221,000, Roadway Improvement Cost: $22,000, Total Project Cost: $353,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric