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Bridge Statistics for Seaside, Oregon (OR) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Seaside, OR, Oregon, Oregon forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 12 Total length: 59 meters (194ft) Total costs: $3,391,000 Total average daily traffic: 87,649 Total average daily truck traffic: 7,118 Total future (year 2026) average daily traffic: 114,243 National Bridge Inventory (NBI) Registered Bridges for Seaside
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 1305 009 01972, Location: AT SEASIDE N C LMTS (Lat: 46.010806, Lng: -123.911422), Route carried "on" structure: US 26, Year Built: 1930, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 16,200 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 22,800 (year 2026), Design Load: H 15, Features Intersected: NEAWANNA CREEK, Facility Carried by Structure: US101(HWY009) Minimum Vertical Clearance: 30.48m (100.00ft), 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: Stringer/Multi-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: Good, 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 12 months, Inspection Date: September 2007, Underwater Inspection Date: September 2007, Bridge Improvement Cost: $672,000, Roadway Improvement Cost: $67,000, Total Project Cost: $1,076,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 3079A009 01958, Location: 002 MI N SEASIDE (Lat: 46.012869, Lng: -123.910858), Route carried "on" structure: US 26, Year Built: 1957, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 17,600 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 25,200 (year 2026), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: US101(HWY009) Minimum Vertical Clearance: 30.48m (100.00ft), 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: Good, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, 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 48 months, Inspection Date: March 2008, Underwater Inspection Date: September 2004 Find on map >>
Structure Number: 3080 009 02248, Location: 005 MI S SEASIDE S C LMTS (Lat: 45.975264, Lng: -123.927778), Route carried "on" structure: US 26, Year Built: 1960, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 14,600 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 20,900 (year 2026), Design Load: HS 20, Features Intersected: SHANGRI LA CREEK, Facility Carried by Structure: US101(HWY009) Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 36.178, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 54.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $243,000, Roadway Improvement Cost: $24,000, Total Project Cost: $389,000 ( Estimate for 2007), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 7525A000G, Location: 017 MI W FAP 2 (Lat: 45.989458, Lng: -123.925667), Route carried "on" structure: City street C0000, Year Built: 1952, Year Reconstructed: 1986, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 3,277 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 4,370 (year 2026), Features Intersected: NECANICUM RV, Facility Carried by Structure: AVE G Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee 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: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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 48 months, Inspection Date: September 2006, Underwater Inspection Date: June 2004, Bridge Improvement Cost: $676,000, Roadway Improvement Cost: $68,000, Total Project Cost: $1,081,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 7C11, Location: 0.25 MI W. FAP 2 (Lat: 45.993206, Lng: -123.924300), Route carried "on" structure: City street C0000, Year Built: 1924, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 6,556 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 7,102 (year 2026), Features Intersected: NECANICUM RV, Facility Carried by Structure: W BROADWAY Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, 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: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2006, Underwater Inspection Date: June 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 8909 000 00001, Location: CITY OF SEASIDE (Lat: 45.992125, Lng: -123.924253), Route carried "on" structure: City street C0000, Year Built: 1963, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 6,556 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 7,102 (year 2026), Features Intersected: NECANICUM RIVER, Facility Carried by Structure: AVENUE A Minimum Vertical Clearance: 30.48m (100.00ft), 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: Good, Superstructure: Good, Substructure: Good, 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: 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 48 months, Inspection Date: September 2006, Underwater Inspection Date: June 2004, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11149A110100222, Location: 005 MI E OF SEASIDE (Lat: 45.982633, Lng: -123.919803), Route carried "on" structure: County highway C1101, Year Built: 1975, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 1,010 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 1,311 (year 2026), Design Load: HS 20, Features Intersected: NEAWANNA CREEK, Facility Carried by Structure: SUNDQUIST ROAD Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.573, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 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: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: August 2006, Underwater Inspection Date: June 2004, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11150A111200001, Location: IN CITY OF SEASIDE (Lat: 45.979311, Lng: -123.927292), Route carried "on" structure: City street C0000, Year Built: 1957, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 3,713 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 2,622 (year 2026), Design Load: HS 20, Features Intersected: NECANICUM RIVER, Facility Carried by Structure: AVENUE U Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee 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: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, 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 48 months, Inspection Date: September 2006, Underwater Inspection Date: June 2004, Bridge Improvement Cost: $528,000, Roadway Improvement Cost: $53,000, Total Project Cost: $845,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 19073, Location: 0.3 MI E OF US 101 (Lat: 45.993189, Lng: -123.914794), Route carried "on" structure: City street C0000, Year Built: 2002, Status: Open, Structure Length: 4.53m (14.86ft), Average Daily Traffic: 5,026 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 5,463 (year 2026), Design Load: HS 25, Features Intersected: NEAWANNA CREEK, Facility Carried by Structure: EAST BROADWAY Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, 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: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 68.0 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2006, Underwater Inspection Date: October 2003, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 19263 11030001, Location: 0.2 MI E OF US 101 (Lat: 46.001575, Lng: -123.914706), Route carried "on" structure: City street C0000, Year Built: 2001, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 3,824 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 4,370 (year 2026), Design Load: HS 20, Features Intersected: NEAWANNA CREEK, Facility Carried by Structure: 12TH AVE E Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.1m (46.3ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, 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: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable 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 24 months, Inspection Date: September 2006, Underwater Inspection Date: October 2003, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 19264, Location: 0.2 MI W OF US 101 (Lat: 45.994556, Lng: -123.924253), Route carried "on" structure: City street C0000, Year Built: 2001, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 5,463 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 7,649 (year 2026), Design Load: HS 20, Features Intersected: NECANICUM RV, Facility Carried by Structure: FIRST AVE. Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, 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: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, 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: September 2006, Underwater Inspection Date: October 2003, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 19883, Location: 0.24 MI WEST OF US 101 (Lat: 46.001564, Lng: -123.922158), Route carried "on" structure: City street C0000, Year Built: 2003, Status: Open, Structure Length: 7.63m (25.03ft), Average Daily Traffic: 3,824 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 5,354 (year 2026), Design Load: HS 25, Features Intersected: NECANICUM RV., Facility Carried by Structure: TWELFTH AV Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, 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: Very good, Channel: Very good, Operating Rating: 68.0 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Equal to present desirable 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, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2006, Underwater Inspection Date: June 2004, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Discuss this city on our hugely popular Oregon forum Back to: Seaside, OR, Oregon, All US cities.
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