Bridge Statistics for Independence, Oregon (OR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 295ft / 89.5mTotal length
- $11,953,000Total costs
- 28,163Total average daily traffic
- 1,397Total average daily truck traffic
- 33,769Total future (year 2025) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Independence
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 21960-1969
- 21970-1979
- 21980-1989
- 31990-1999
- Bridge Condition - Deck
- 66.7%Good
- 33.3%Satisfactory
- Bridge Condition - Superstructure
- 44.4%Good
- 55.6%Satisfactory
- Bridge Condition - Substructure
- 11.1%Good
- 55.6%Satisfactory
- 33.3%Fair
- Bridge Condition - Channel
- 18.2%Good
- 63.6%Satisfactory
- 18.2%Fair
- Bridge Condition - Culverts
- 50.0%Satisfactory
- 50.0%Fair
Find on map >> Show street view
Structure Number: 491A043 00186, Location: In Independence (Lat: 44.851189, Lng: -123.194783), Route carried "on" structure: State highway 51, Year Built: 1950, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 7,522 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 8,500 (year 2040), Design Load: HS 20, Features Intersected: South Fork Ash Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.993, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 55.3 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 491A043 00186, Location: In Independence (Lat: 44.851189, Lng: -123.194783), Route carried "on" structure: State highway 51, Year Built: 1950, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 7,522 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 8,500 (year 2040), Design Load: HS 20, Features Intersected: South Fork Ash Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.993, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 55.3 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 4599A193 00618, Location: INDEPENDENCE (Lat: 44.853544, Lng: -123.184578), Route carried "on" structure: State highway 51, Year Built: 1981, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 7,202 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 8,200 (year 2040), Design Load: HS 20, Features Intersected: Ash Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.946, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.7 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: 52.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4599A193 00618, Location: INDEPENDENCE (Lat: 44.853544, Lng: -123.184578), Route carried "on" structure: State highway 51, Year Built: 1981, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 7,202 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 8,200 (year 2040), Design Load: HS 20, Features Intersected: Ash Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.946, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.7 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: 52.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 5789A0053, Location: S.RIVER RD/WILLAMETTE R (Lat: 44.845611, Lng: -123.179950), Route carried "on" structure: County highway A0560, Year Built: 1951, Year Reconstructed: 1985, Status: Posted for load, Structure Length: 67.97m (223.00ft), Average Daily Traffic: 6,536 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 7,286 (year 2025), Design Load: HS 20, Features Intersected: WILLAMETTE R/RIVER RD S, Facility Carried by Structure: COUNTY RD 53
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Lanes under structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 42.7m (140.1ft)), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 9, Number Of Approach Spans: 28, Length of Maximum Span: 46.3m (151.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 20.1 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: 15.6 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 corrective action, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 67.50m (221.46ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $7,096,000, Roadway Improvement Cost: $710,000, Total Project Cost: $11,353,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 5789A0053, Location: S.RIVER RD/WILLAMETTE R (Lat: 44.845611, Lng: -123.179950), Route carried "on" structure: County highway A0560, Year Built: 1951, Year Reconstructed: 1985, Status: Posted for load, Structure Length: 67.97m (223.00ft), Average Daily Traffic: 6,536 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 7,286 (year 2025), Design Load: HS 20, Features Intersected: WILLAMETTE R/RIVER RD S, Facility Carried by Structure: COUNTY RD 53
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Lanes under structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 42.7m (140.1ft)), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 9, Number Of Approach Spans: 28, Length of Maximum Span: 46.3m (151.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 20.1 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: 15.6 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 corrective action, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 67.50m (221.46ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $7,096,000, Roadway Improvement Cost: $710,000, Total Project Cost: $11,353,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 18479, Location: 001 FROM CITY SEWAGE LAGN (Lat: 44.856361, Lng: -123.189631), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 4.06m (13.32ft), Average Daily Traffic: 663 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,126 (year 2040), Design Load: HS 25 or greater, Features Intersected: NORTH FORK ASH CREEK, Facility Carried by Structure: ASH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, 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: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18479, Location: 001 FROM CITY SEWAGE LAGN (Lat: 44.856361, Lng: -123.189631), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 4.06m (13.32ft), Average Daily Traffic: 663 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,126 (year 2040), Design Load: HS 25 or greater, Features Intersected: NORTH FORK ASH CREEK, Facility Carried by Structure: ASH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, 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: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 23887, Location: Hanna Road (Lat: 44.868097, Lng: -123.181519), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 248 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 338 (year 2040), Design Load: HL 93, Features Intersected: Drainage Ditch, Facility Carried by Structure: Hanna Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.6m (8.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 23887, Location: Hanna Road (Lat: 44.868097, Lng: -123.181519), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 248 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 338 (year 2040), Design Load: HL 93, Features Intersected: Drainage Ditch, Facility Carried by Structure: Hanna Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.6m (8.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Find on map >> Show street view
Structure Number: 47C75 906, Location: 02.0SE OF INDEPENDENCE BR (Lat: 44.836019, Lng: -123.139069), Route carried "on" structure: County highway A0573, Year Built: 1971, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 1,093 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,213 (year 2025), Design Load: H 20, Features Intersected: OVERFLOW CHANNEL, Facility Carried by Structure: RIVERSIDE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.830, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 47C75 906, Location: 02.0SE OF INDEPENDENCE BR (Lat: 44.836019, Lng: -123.139069), Route carried "on" structure: County highway A0573, Year Built: 1971, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 1,093 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,213 (year 2025), Design Load: H 20, Features Intersected: OVERFLOW CHANNEL, Facility Carried by Structure: RIVERSIDE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.830, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 53B001, Location: 003 MI N OF STATE HWY 51 (Lat: 44.855189, Lng: -123.206100), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 2,247 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,278 (year 2040), Design Load: HS 20, Features Intersected: NORTH FORK ASH CREEK, Facility Carried by Structure: GUN CLUB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $179,000, Roadway Improvement Cost: $18,000, Total Project Cost: $287,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 53B001, Location: 003 MI N OF STATE HWY 51 (Lat: 44.855189, Lng: -123.206100), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 2,247 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,278 (year 2040), Design Load: HS 20, Features Intersected: NORTH FORK ASH CREEK, Facility Carried by Structure: GUN CLUB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $179,000, Roadway Improvement Cost: $18,000, Total Project Cost: $287,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 53B003, Location: 001 MI N OF MTN FIR LBR (Lat: 44.848450, Lng: -123.195169), Route carried "on" structure: City street , Year Built: 1968, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 572 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 874 (year 2041), Design Load: HS 20, Features Intersected: SOUTH FORK ASH CREEK, Facility Carried by Structure: F STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 7.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 0.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $20,000, Total Project Cost: $313,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 53B003, Location: 001 MI N OF MTN FIR LBR (Lat: 44.848450, Lng: -123.195169), Route carried "on" structure: City street , Year Built: 1968, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 572 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 874 (year 2041), Design Load: HS 20, Features Intersected: SOUTH FORK ASH CREEK, Facility Carried by Structure: F STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 7.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 0.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $20,000, Total Project Cost: $313,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 53C030001800179, Location: 006 N STATE HWY 51 (Lat: 44.903731, Lng: -123.177461), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 428 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 600 (year 2040), Design Load: HS 20, Features Intersected: OAK POINT CREEK, Facility Carried by Structure: GREENWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.881, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 20.7 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: 15.9 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 53C030001800179, Location: 006 N STATE HWY 51 (Lat: 44.903731, Lng: -123.177461), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 428 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 600 (year 2040), Design Load: HS 20, Features Intersected: OAK POINT CREEK, Facility Carried by Structure: GREENWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.881, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 20.7 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: 15.9 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 53C03100170001, Location: 001 E MARKET ROAD 9 (Lat: 44.830489, Lng: -123.182119), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,404 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,016 (year 2040), Design Load: HS 20, Features Intersected: SMALL CREEK, Facility Carried by Structure: BUENA VISTA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 53C03100170001, Location: 001 E MARKET ROAD 9 (Lat: 44.830489, Lng: -123.182119), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,404 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,016 (year 2040), Design Load: HS 20, Features Intersected: SMALL CREEK, Facility Carried by Structure: BUENA VISTA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 53C096, Location: 02 E OF STATE HWY 51 (Lat: 44.887200, Lng: -123.177600), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 248 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 338 (year 2040), Design Load: HS 25 or greater, Features Intersected: HAYDEN SLOUGH-WILL R O/F, Facility Carried by Structure: HALLS FERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 89.7 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: 69.0 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: 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
Structure Number: 53C096, Location: 02 E OF STATE HWY 51 (Lat: 44.887200, Lng: -123.177600), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 248 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 338 (year 2040), Design Load: HS 25 or greater, Features Intersected: HAYDEN SLOUGH-WILL R O/F, Facility Carried by Structure: HALLS FERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 89.7 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: 69.0 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: 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