Bridge Statistics for Seaside, Oregon (OR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 253ft / 76.7mTotal length
- $8,222,000Total costs
- 132,782Total average daily traffic
- 11,182Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Seaside
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21930-1939
- 31950-1959
- 31960-1969
- 11970-1979
- 21980-1989
- 62000-2009
- 22010-2019
- Bridge Condition - Deck
- 5.6%Very good
- 44.4%Good
- 44.4%Satisfactory
- 5.6%Fair
- Bridge Condition - Superstructure
- 5.6%Very good
- 50.0%Good
- 16.7%Satisfactory
- 22.2%Fair
- 5.6%Poor
- Bridge Condition - Substructure
- 38.9%Good
- 33.3%Satisfactory
- 22.2%Fair
- 5.6%Poor
- Bridge Condition - Channel
- 5.6%Very good
- 33.3%Good
- 27.8%Satisfactory
- 33.3%Fair
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Structure Number: 1305 009 01972, Location: AT SEASIDE N C LMTS (Lat: 46.010831, Lng: -123.911411), Route carried "on" structure: US 101, Year Built: 1930, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 14,759 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 17,000 (year 2040), Design Load: H 15, Features Intersected: Neawanna Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.736, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.0m (52.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2021, Underwater Inspection Date: November 2021, Bridge Improvement Cost: $672,000, Roadway Improvement Cost: $67,000, Total Project Cost: $1,076,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1305 009 01972, Location: AT SEASIDE N C LMTS (Lat: 46.010831, Lng: -123.911411), Route carried "on" structure: US 101, Year Built: 1930, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 14,759 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 17,000 (year 2040), Design Load: H 15, Features Intersected: Neawanna Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.736, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.0m (52.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2021, Underwater Inspection Date: November 2021, Bridge Improvement Cost: $672,000, Roadway Improvement Cost: $67,000, Total Project Cost: $1,076,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1481 009 0241, Location: 022 MI S SEASIDE S C LMTS (Lat: 45.952919, Lng: -123.926550), Route carried "on" structure: US 101, Year Built: 1930, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 10,991 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 14,200 (year 2040), Design Load: H 15, Features Intersected: Necanicum River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.785, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 30.8 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: 23.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: 5.20m (17.06ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: October 2021, Underwater Inspection Date: October 2020, Bridge Improvement Cost: $551,000, Roadway Improvement Cost: $55,000, Total Project Cost: $881,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1481 009 0241, Location: 022 MI S SEASIDE S C LMTS (Lat: 45.952919, Lng: -123.926550), Route carried "on" structure: US 101, Year Built: 1930, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 10,991 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 14,200 (year 2040), Design Load: H 15, Features Intersected: Necanicum River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.785, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 30.8 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: 23.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: 5.20m (17.06ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: October 2021, Underwater Inspection Date: October 2020, Bridge Improvement Cost: $551,000, Roadway Improvement Cost: $55,000, Total Project Cost: $881,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3079A009 01958, Location: 002 MI N SEASIDE (Lat: 46.012869, Lng: -123.910858), Route carried "on" structure: US 101, Year Built: 1957, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 14,759 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 17,000 (year 2040), Design Load: HS 20, Features Intersected: Mill Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.511, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Fair, 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: October 2020
Structure Number: 3079A009 01958, Location: 002 MI N SEASIDE (Lat: 46.012869, Lng: -123.910858), Route carried "on" structure: US 101, Year Built: 1957, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 14,759 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 17,000 (year 2040), Design Load: HS 20, Features Intersected: Mill Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.511, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Fair, 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: October 2020
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Structure Number: 3080 009 02248, Location: 005 MI S SEASIDE S C LMTS (Lat: 45.974800, Lng: -123.927469), Route carried "on" structure: US 101, Year Built: 1960, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 12,186 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 18,300 (year 2040), Design Load: HS 20, Features Intersected: Shangri La Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.178, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 24.6 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: 19.1 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: Meets minimum limits, 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: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $243,000, Roadway Improvement Cost: $24,000, Total Project Cost: $389,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3080 009 02248, Location: 005 MI S SEASIDE S C LMTS (Lat: 45.974800, Lng: -123.927469), Route carried "on" structure: US 101, Year Built: 1960, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 12,186 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 18,300 (year 2040), Design Load: HS 20, Features Intersected: Shangri La Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.178, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 24.6 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: 19.1 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: Meets minimum limits, 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: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $243,000, Roadway Improvement Cost: $24,000, Total Project Cost: $389,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7525A000G, Location: 017 MI W FAP 2 (Lat: 45.989419, Lng: -123.925589), Route carried "on" structure: City street C0000, Year Built: 1952, Year Reconstructed: 1986, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 4,501 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 6,832 (year 2025), Features Intersected: NECANICUM RV, Facility Carried by Structure: AVE G
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: December 2021, Bridge Improvement Cost: $676,000, Roadway Improvement Cost: $68,000, Total Project Cost: $1,081,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7525A000G, Location: 017 MI W FAP 2 (Lat: 45.989419, Lng: -123.925589), Route carried "on" structure: City street C0000, Year Built: 1952, Year Reconstructed: 1986, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 4,501 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 6,832 (year 2025), Features Intersected: NECANICUM RV, Facility Carried by Structure: AVE G
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: December 2021, Bridge Improvement Cost: $676,000, Roadway Improvement Cost: $68,000, Total Project Cost: $1,081,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7C022991500001, Location: KLOOTCHY CREEK PARK (Lat: 45.920969, Lng: -123.894639), Route carried "on" structure: ServiceCounty highway C9915, Year Built: 1960, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 409 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 476 (year 2025), Features Intersected: NECANICUM RIVER, Facility Carried by Structure: KLOOTCHY PARK RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 34.0 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: 26.2 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: April 2021, Underwater Inspection Date: March 2020, Bridge Improvement Cost: $359,000, Roadway Improvement Cost: $36,000, Total Project Cost: $575,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7C022991500001, Location: KLOOTCHY CREEK PARK (Lat: 45.920969, Lng: -123.894639), Route carried "on" structure: ServiceCounty highway C9915, Year Built: 1960, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 409 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 476 (year 2025), Features Intersected: NECANICUM RIVER, Facility Carried by Structure: KLOOTCHY PARK RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 34.0 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: 26.2 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: April 2021, Underwater Inspection Date: March 2020, Bridge Improvement Cost: $359,000, Roadway Improvement Cost: $36,000, Total Project Cost: $575,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7C11, Location: 0.25 MI W. FAP 2 (Lat: 45.993150, Lng: -123.924239), Route carried "on" structure: City street C0000, Year Built: 1924, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 7,315 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 13,668 (year 2025), Design Load: HS 20, Features Intersected: NECANICUM RV, Facility Carried by Structure: W BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete continuous, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 52.2 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: 40.2 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: Meets minimum limits, 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: 5.10m (16.73ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: April 2021, Underwater Inspection Date: December 2021, Bridge Improvement Cost: $536,000, Roadway Improvement Cost: $54,000, Total Project Cost: $857,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7C11, Location: 0.25 MI W. FAP 2 (Lat: 45.993150, Lng: -123.924239), Route carried "on" structure: City street C0000, Year Built: 1924, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 7,315 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 13,668 (year 2025), Design Load: HS 20, Features Intersected: NECANICUM RV, Facility Carried by Structure: W BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete continuous, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 52.2 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: 40.2 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: Meets minimum limits, 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: 5.10m (16.73ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: April 2021, Underwater Inspection Date: December 2021, Bridge Improvement Cost: $536,000, Roadway Improvement Cost: $54,000, Total Project Cost: $857,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8909 000 00001, Location: CITY OF SEASIDE (Lat: 45.992081, Lng: -123.924200), Route carried "on" structure: City street C0000, Year Built: 1963, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 7,315 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 7,660 (year 2025), Features Intersected: NECANICUM RIVER, Facility Carried by Structure: AVENUE A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.8 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8909 000 00001, Location: CITY OF SEASIDE (Lat: 45.992081, Lng: -123.924200), Route carried "on" structure: City street C0000, Year Built: 1963, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 7,315 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 7,660 (year 2025), Features Intersected: NECANICUM RIVER, Facility Carried by Structure: AVENUE A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.8 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11149A110100222, Location: 005 MI E OF SEASIDE (Lat: 45.982600, Lng: -123.919619), Route carried "on" structure: County highway C1101, Year Built: 1975, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 1,510 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,755 (year 2025), Design Load: HS 20, Features Intersected: NEAWANNA CREEK, Facility Carried by Structure: AVENUE S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.573, 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: 15.2m (49.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: October 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11149A110100222, Location: 005 MI E OF SEASIDE (Lat: 45.982600, Lng: -123.919619), Route carried "on" structure: County highway C1101, Year Built: 1975, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 1,510 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,755 (year 2025), Design Load: HS 20, Features Intersected: NEAWANNA CREEK, Facility Carried by Structure: AVENUE S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.573, 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: 15.2m (49.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: October 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11150A111200001, Location: IN CITY OF SEASIDE (Lat: 45.979289, Lng: -123.927269), Route carried "on" structure: City street C0000, Year Built: 1957, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 5,250 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 6,000 (year 2025), Design Load: HS 20, Features Intersected: NECANICUM RIVER, Facility Carried by Structure: AVENUE U
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 31.4 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: 24.3 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: December 2021, Bridge Improvement Cost: $528,000, Roadway Improvement Cost: $53,000, Total Project Cost: $845,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 11150A111200001, Location: IN CITY OF SEASIDE (Lat: 45.979289, Lng: -123.927269), Route carried "on" structure: City street C0000, Year Built: 1957, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 5,250 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 6,000 (year 2025), Design Load: HS 20, Features Intersected: NECANICUM RIVER, Facility Carried by Structure: AVENUE U
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 31.4 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: 24.3 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: December 2021, Bridge Improvement Cost: $528,000, Roadway Improvement Cost: $53,000, Total Project Cost: $845,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 16673 009 02523, Location: 341 MI N CANNON BEACH (Lat: 45.938050, Lng: -123.921100), Route carried "on" structure: US 101, Year Built: 1987, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 8,586 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 10,600 (year 2040), Design Load: HS 25 or greater, Features Intersected: Sunset Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.668, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $480,000, Roadway Improvement Cost: $48,000, Total Project Cost: $769,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16673 009 02523, Location: 341 MI N CANNON BEACH (Lat: 45.938050, Lng: -123.921100), Route carried "on" structure: US 101, Year Built: 1987, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 8,586 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 10,600 (year 2040), Design Load: HS 25 or greater, Features Intersected: Sunset Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.668, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $480,000, Roadway Improvement Cost: $48,000, Total Project Cost: $769,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19073, Location: 0.3 MI E OF US 101 (Lat: 45.993150, Lng: -123.914750), Route carried "on" structure: City street C0000, Year Built: 2002, Status: Open, Structure Length: 4.53m (14.86ft), Average Daily Traffic: 5,627 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 5,902 (year 2025), Design Load: HS 25 or greater, Features Intersected: NEAWANNA CREEK, Facility Carried by Structure: EAST BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.0m (49.2ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: March 2020, Bridge Improvement Cost: $476,000, Roadway Improvement Cost: $48,000, Total Project Cost: $761,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19073, Location: 0.3 MI E OF US 101 (Lat: 45.993150, Lng: -123.914750), Route carried "on" structure: City street C0000, Year Built: 2002, Status: Open, Structure Length: 4.53m (14.86ft), Average Daily Traffic: 5,627 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 5,902 (year 2025), Design Load: HS 25 or greater, Features Intersected: NEAWANNA CREEK, Facility Carried by Structure: EAST BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.0m (49.2ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: March 2020, Bridge Improvement Cost: $476,000, Roadway Improvement Cost: $48,000, Total Project Cost: $761,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19263 11030001, Location: 0.2 MI E OF US 101 (Lat: 46.001531, Lng: -123.914669), Route carried "on" structure: City street C0000, Year Built: 2001, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 4,501 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 7,972 (year 2025), Design Load: HS 20, Features Intersected: NEAWANNA CREEK, Facility Carried by Structure: 12TH AVE E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19263 11030001, Location: 0.2 MI E OF US 101 (Lat: 46.001531, Lng: -123.914669), Route carried "on" structure: City street C0000, Year Built: 2001, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 4,501 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 7,972 (year 2025), Design Load: HS 20, Features Intersected: NEAWANNA CREEK, Facility Carried by Structure: 12TH AVE E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19264, Location: 0.2 MI W OF US 101 (Lat: 45.994531, Lng: -123.924189), Route carried "on" structure: City street C0000, Year Built: 2001, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 7,018 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 11,390 (year 2025), Design Load: HS 20, Features Intersected: NECANICUM RV, Facility Carried by Structure: FIRST AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: 5.90m (19.36ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: December 2021, Bridge Improvement Cost: $617,000, Roadway Improvement Cost: $62,000, Total Project Cost: $988,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19264, Location: 0.2 MI W OF US 101 (Lat: 45.994531, Lng: -123.924189), Route carried "on" structure: City street C0000, Year Built: 2001, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 7,018 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 11,390 (year 2025), Design Load: HS 20, Features Intersected: NECANICUM RV, Facility Carried by Structure: FIRST AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: 5.90m (19.36ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: December 2021, Bridge Improvement Cost: $617,000, Roadway Improvement Cost: $62,000, Total Project Cost: $988,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19883, Location: 0.24 MI WEST OF US 101 (Lat: 46.001511, Lng: -123.922139), Route carried "on" structure: City street C0000, Year Built: 2003, Status: Open, Structure Length: 7.63m (25.03ft), Average Daily Traffic: 5,362 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,112 (year 2025), Design Load: HS 25 or greater, Features Intersected: NECANICUM RV., Facility Carried by Structure: TWELFTH AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.5m (67.3ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: October 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19883, Location: 0.24 MI WEST OF US 101 (Lat: 46.001511, Lng: -123.922139), Route carried "on" structure: City street C0000, Year Built: 2003, Status: Open, Structure Length: 7.63m (25.03ft), Average Daily Traffic: 5,362 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,112 (year 2025), Design Load: HS 25 or greater, Features Intersected: NECANICUM RV., Facility Carried by Structure: TWELFTH AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.5m (67.3ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: October 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 20633 080900017, Location: 001 MI E HWY 101 JCT (Lat: 46.010400, Lng: -123.907869), Route carried "on" structure: County highway A7310, Year Built: 2005, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 807 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 977 (year 2025), Design Load: HS 25 or greater, Features Intersected: STANLEY CREEK, Facility Carried by Structure: LEWIS & CLARK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.082, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20633 080900017, Location: 001 MI E HWY 101 JCT (Lat: 46.010400, Lng: -123.907869), Route carried "on" structure: County highway A7310, Year Built: 2005, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 807 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 977 (year 2025), Design Load: HS 25 or greater, Features Intersected: STANLEY CREEK, Facility Carried by Structure: LEWIS & CLARK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.082, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21188 047 00224, Location: 022 MI SE CANNON BEACH JT (Lat: 45.918800, Lng: -123.894281), Route carried "on" structure: US 26, Year Built: 2011, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 6,715 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 10,300 (year 2040), Design Load: HL 93, Features Intersected: Volmer Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.605, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.9 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: 47.0 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 21188 047 00224, Location: 022 MI SE CANNON BEACH JT (Lat: 45.918800, Lng: -123.894281), Route carried "on" structure: US 26, Year Built: 2011, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 6,715 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 10,300 (year 2040), Design Load: HL 93, Features Intersected: Volmer Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.605, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.9 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: 47.0 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 21189 047 00326, Location: 033 MI SE CANNON BCH JCT (Lat: 45.906800, Lng: -123.880900), Route carried "on" structure: US 26, Year Built: 2011, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 6,715 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 10,300 (year 2040), Design Load: HL 93, Features Intersected: Johnson Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.246, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.6m (44.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.9 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: 47.0 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: Better than 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: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 21189 047 00326, Location: 033 MI SE CANNON BCH JCT (Lat: 45.906800, Lng: -123.880900), Route carried "on" structure: US 26, Year Built: 2011, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 6,715 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 10,300 (year 2040), Design Load: HL 93, Features Intersected: Johnson Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.246, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.6m (44.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.9 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: 47.0 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: Better than 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: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 22351, Location: .2 Ml S Lewis Clark RD (Lat: 46.008425, Lng: -123.901297), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 807 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 977 (year 2025), Design Load: HL 93, Features Intersected: CREEK, Facility Carried by Structure: THOMPSON CREEK DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.1 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: 32.4 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: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22351, Location: .2 Ml S Lewis Clark RD (Lat: 46.008425, Lng: -123.901297), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 807 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 977 (year 2025), Design Load: HL 93, Features Intersected: CREEK, Facility Carried by Structure: THOMPSON CREEK DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.1 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: 32.4 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: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16673 009 02523, Location: 341 MI N CANNON BEACH (Lat: 45.938050, Lng: -123.921100), Route carried "under" structure: US 26, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 7,649 (year 2020), Truck Traffic: 13%, Features Intersected: Sunset Hwy, Facility Carried by Structure: US101 (Hwy 9)
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.370, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 45.7m (149.9ft)
Structure Number: 16673 009 02523, Location: 341 MI N CANNON BEACH (Lat: 45.938050, Lng: -123.921100), Route carried "under" structure: US 26, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 7,649 (year 2020), Truck Traffic: 13%, Features Intersected: Sunset Hwy, Facility Carried by Structure: US101 (Hwy 9)
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.370, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 45.7m (149.9ft)