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Bridge Statistics for Portland, Oregon (OR) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Portland, OR, Oregon, Oregon forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 785
Total length: 13,816 meters (45,328ft) Total costs: $740,044,000 Total average daily traffic: 32,384,565 Total average daily truck traffic: 2,366,470 National Bridge Inventory (NBI) Registered Bridges for Portland
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Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >> Show street view
Structure Number: 511, Location: WILLAMETTE RIVER MP 12.4 (Lat: 45.523036, Lng: -122.667556), Route carried "on" structure: Business City street 9326, Year Built: 1926, Status: Open, Structure Length: 26.09m (85.60ft), Average Daily Traffic: 56,625 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 79,555 (year 2030), Design Load: Railroad, Features Intersected: WILLAMETTE RIVER, Facility Carried by Structure: BURNSIDE BRIDGE Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 9 degrees, Navigation Control: Yes ( Vertical Clearance: 19.5m (64.0ft), Horizontal Clearance: 60.0m (196.9ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 81.1m (266.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 26.2m (86.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 26.10m (85.63ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: March 11, Critical Feature Inspection Date: March 11, Underwater Inspection Date: September 2008, Other Special Inspection Date: April 2009, Bridge Improvement Cost: $2,741,000, Roadway Improvement Cost: $274,000, Total Project Cost: $4,386,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay Find on map >> Show street view
Structure Number: 511A9326, Location: WEST END BURNSIDE BR (Lat: 45.523097, Lng: -122.670281), Route carried "on" structure: City street 9326, Year Built: 1927, Status: Open, Structure Length: 18.84m (61.81ft), Average Daily Traffic: 58,907 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 84,400 (year 2030), Design Load: HS 15, Features Intersected: WEST BURNSIDE APPROACH, Facility Carried by Structure: BURNSIDE ST Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 19, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 26.2m (86.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.80m (61.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Bridge Improvement Cost: $5,531,000, Roadway Improvement Cost: $553,000, Total Project Cost: $8,850,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >> Show street view
Structure Number: 511B9326, Location: EAST END BURNSIDE BR (Lat: 45.522981, Lng: -122.665211), Route carried "on" structure: City street 9326, Year Built: 1927, Status: Open, Structure Length: 25.88m (84.91ft), Average Daily Traffic: 57,191 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 81,942 (year 2030), Design Load: HS 15, Features Intersected: EAST BURNSIDE APPROACH, Facility Carried by Structure: BURNSIDE ST Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 11, Owner: County Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 15, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 26.2m (86.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.90m (84.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Bridge Improvement Cost: $7,599,000, Roadway Improvement Cost: $760,000, Total Project Cost: $12,158,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >> Show street view
Structure Number: 1377C01EX00441, Location: 1.6 MI S OF I-5 JCT (Lat: 45.586533, Lng: -122.664161), Route carried "on" structure: State highway 1E, Year Built: 1934, Year Reconstructed: 1954, Status: Open, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 15,500 (year 2010), Truck Traffic: 11%, Average Future Daily Traffic: 16,700 (year 2030), Design Load: H 15, Features Intersected: COLUMBIA SLOUGH Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.441, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 19.4m (63.6ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 72 months, Inspection Date: January 11, Critical Feature Inspection Date: April 11, Underwater Inspection Date: January 11, Other Special Inspection Date: April 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 1726 120 00038, Location: 5.5 MI NW PORTLAND CC (Lat: 45.600381, Lng: -122.719511), Route carried "on" structure: State highway 120, Year Built: 1933, Status: Posted for load, Structure Length: 10.30m (33.79ft), Average Daily Traffic: 23,900 (year 2010), Truck Traffic: 14%, Average Future Daily Traffic: 25,800 (year 2030), Design Load: H 15, Features Intersected: COLUMBIA SLOUGH Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.612, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 11, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, 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: 10.30m (33.79ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 11, Critical Feature Inspection Date: December 11, Bridge Improvement Cost: $1,082,000, Roadway Improvement Cost: $108,000, Total Project Cost: $1,732,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 1983 01W 00325, Location: 2.0 MI N OF SW 26TH AVE (Lat: 45.479733, Lng: -122.680211), Route carried "on" structure: State highway 1W, Year Built: 1934, Status: Open, Structure Length: 11.49m (37.70ft), Average Daily Traffic: 16,600 (year 2010), Average Future Daily Traffic: 21,000 (year 2030), Design Load: H 15, Features Intersected: SW NEWBURY ST VIADUCT Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.230, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.5m (57.4ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.50m (37.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Bridge Improvement Cost: $1,207,000, Roadway Improvement Cost: $121,000, Total Project Cost: $1,932,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 1984 01W 0035, Location: 0.3 M S OF HWY 40 (Lat: 45.476131, Lng: -122.679639), Route carried "on" structure: State highway 1W, Year Built: 1934, Status: Open, Structure Length: 16.18m (53.08ft), Average Daily Traffic: 16,600 (year 2010), Average Future Daily Traffic: 21,000 (year 2030), Design Load: H 15, Features Intersected: SW VERMONT ST VIADUCT Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.633, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 23 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 18, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.5m (57.4ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.80m (58.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Bridge Improvement Cost: $1,870,000, Roadway Improvement Cost: $187,000, Total Project Cost: $2,992,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 1994 068 00224, Location: 5.0 MI E OF PORT CENTER (Lat: 45.533900, Lng: -122.578969), Route carried "on" structure: State highway 213, Year Built: 1934, Year Reconstructed: 1954, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 26,800 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 30,400 (year 2030), Design Load: H 15, Features Intersected: UPRR AND LRT Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.605, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 35.7m (117.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 22.7 metric tons, Inventory Rating: 13.6 metric tons, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Bridge Improvement Cost: $371,000, Roadway Improvement Cost: $37,000, Total Project Cost: $594,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >> Show street view
Structure Number: 2008A01E 00443, Location: 0.2 MI N MILWAUKIE CC (Lat: 45.463861, Lng: -122.638436), Route carried "on" structure: State highway 1E, Year Built: 1991, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 51,100 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 59,400 (year 2030), Design Load: HS 25, Features Intersected: JOHNSON CREEK Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 7.129, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 31.7m (104.0ft), Out-to-Out Width: 37.2m (122.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 34.7 metric tons, Inventory Rating: 26.9 metric tons, 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: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 2010 01W 00486, Location: 1.7 MI S OF HWY 40 (Lat: 45.465067, Lng: -122.698789), Route carried "on" structure: State highway 1W, Year Built: 1935, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 24,900 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 28,300 (year 2030), Design Load: H 15, Features Intersected: SW MULTNOMAH BLVD Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 7.821, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.5m (57.4ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Bridge Improvement Cost: $583,000, Roadway Improvement Cost: $58,000, Total Project Cost: $932,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 2097 01E 00159, Location: 1.5 MI SE PORTLAND CC (Lat: 45.505950, Lng: -122.660803), Route carried "on" structure: State highway 1E, Year Built: 1937, Year Reconstructed: 1955, Status: Open, Structure Length: 30.48m (100.00ft), Average Daily Traffic: 53,000 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 59,400 (year 2030), Design Load: H 15, Features Intersected: GRAND AVE Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.559, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.3m (99.4ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 26, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 7.0m (23.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 2163A002 00673, Location: 3.0 MI E OF NE 60TH AVE (Lat: 45.545617, Lng: -122.557842), Route carried "on" structure: City street , Year Built: 1936, Year Reconstructed: 1962, Status: Open, Structure Length: 19.78m (64.90ft), Average Daily Traffic: 8,572 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 10,609 (year 2030), Design Load: H 15, Features Intersected: I-84 (HWY 002), Facility Carried by Structure: 102ND AVE Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 10.831, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 11, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 19.80m (64.96ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 11, Critical Feature Inspection Date: April 11, Bridge Improvement Cost: $4,463,000, Roadway Improvement Cost: $446,000, Total Project Cost: $7,141,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 2237A01E 00262, Location: 3.0 MI SE PORTLAND CC (Lat: 45.487308, Lng: -122.650336), Route carried "on" structure: Business City street 1E, Year Built: 1968, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 42,900 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 48,700 (year 2030), Design Load: HS 20, Features Intersected: HWY 1E OR99E, Facility Carried by Structure: MILWAUKIE AVE Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.216, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 56.4m (185.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 27.5 metric tons, Inventory Rating: 21.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 2350A01EX0002, Location: 0.1 MI E PORTLAND CC (Lat: 45.525728, Lng: -122.661717), Route carried "on" structure: State highway 1E, Year Built: 1908, Year Reconstructed: 1960, Status: Open, Structure Length: 14.14m (46.39ft), Average Daily Traffic: 28,502 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 35,951 (year 2030), Design Load: H 15, Features Intersected: HWY 2 & UPRR Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.322, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 11, Number Of Approach Spans: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 3.5m (11.5ft), Right: 3.5m (11.5ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.10m (46.26ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 11, Critical Feature Inspection Date: January 11, Bridge Improvement Cost: $3,861,000, Roadway Improvement Cost: $386,000, Total Project Cost: $6,177,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 2484 000 00014, Location: 1 BLOCK N OF DEKUM ST (Lat: 45.572861, Lng: -122.630667), Route carried "on" structure: City street 9823, Year Built: 1929, Year Reconstructed: 1938, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 9,262 (year 2010), Truck Traffic: 20%, Average Future Daily Traffic: 11,052 (year 2030), Design Load: HS 20, Features Intersected: B-9 OVER UPRR, Facility Carried by Structure: NE 33RD AVE Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.225, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 12, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.3m (53.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 32.7 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.40m (27.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Bridge Improvement Cost: $881,000, Roadway Improvement Cost: $88,000, Total Project Cost: $1,409,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 2484A000 00014, Location: 1 BLOCK N OF DEKUM ST (Lat: 45.573419, Lng: -122.629803), Route carried "on" structure: Ramp City street 9823, Year Built: 1967, Status: Open, Structure Length: 16.15m (52.99ft), Average Daily Traffic: 4,099 (year 2010), Truck Traffic: 20%, Average Future Daily Traffic: 5,792 (year 2030), Design Load: HS 20, Features Intersected: B-9A X NE COLUMBIA BLVD, Facility Carried by Structure: NE 33RD AVE RAMP Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.225, Lanes on structure: 1, Lanes under structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 14, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.7m (22.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 16.20m (53.15ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 10, Critical Feature Inspection Date: September 10, Bridge Improvement Cost: $1,210,000, Roadway Improvement Cost: $121,000, Total Project Cost: $1,936,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 2485 000 00219, Location: NE PORTLAND (Lat: 45.570319, Lng: -122.618911), Route carried "on" structure: County highway , Year Built: 1938, Status: Posted for load, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 6,540 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 9,369 (year 2030), Design Load: H 15, Features Intersected: B-75 X LOMBARD AND UPRR, Facility Carried by Structure: NE 42ND AVE Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.524, Lanes on structure: 2, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.10m (29.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Bridge Improvement Cost: $1,169,000, Roadway Improvement Cost: $117,000, Total Project Cost: $1,871,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 2529 061 00332, Location: FREMONT BRIDGE (Lat: 45.538139, Lng: -122.683097), Route carried "on" structure: Interstate 405, Year Built: 1973, Status: Open, Structure Length: 65.65m (215.39ft), Average Daily Traffic: 116,700 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 120,900 (year 2030), Design Load: HS 20, Features Intersected: WILLAMETTE RIVER Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 5.343, Lanes on structure: 8, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 41.5m (136.2ft), Navigation Control: Yes ( Vertical Clearance: 53.3m (174.9ft), Horizontal Clearance: 298.7m (980.0ft)), Material/Design: Steel continuous, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 3, Length of Maximum Span: 382.5m (1,254.9ft), Curb-To-Curb Width: 41.5m (136.2ft), Out-to-Out Width: 43.6m (143.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 65.70m (215.55ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 72 months, Inspection Date: September 10, Critical Feature Inspection Date: September 10, Other Special Inspection Date: September 2008, Bridge Improvement Cost: $32,056,000, Roadway Improvement Cost: $3,206,000, Total Project Cost: $51,289,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 2733B01WX00052, Location: AT WEST END OF STEEL BR (Lat: 45.525772, Lng: -122.670714), Route carried "on" structure: Ramp State highway 99, Year Built: 1950, Year Reconstructed: 1985, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 5,712 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 8,239 (year 2030), Design Load: H 15, Features Intersected: FRONT AVENUE, Facility Carried by Structure: HWY 1W/EVERETT RMP Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.837, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.20m (23.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Bridge Improvement Cost: $740,000, Roadway Improvement Cost: $74,000, Total Project Cost: $1,184,000 ( Estimate for 2010), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >> Show street view
Structure Number: 2733C01WX00014, Location: AT W END OF STEEL BRIDGE (Lat: 45.526192, Lng: -122.670675), Route carried "on" structure: State highway 1W, Year Built: 1950, Status: Open, Structure Length: 16.70m (54.79ft), Average Daily Traffic: 7,174 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 8,381 (year 2030), Design Load: H 15, Features Intersected: FRONT AVE TO STEEL BR Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.467, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Number Of Approach Spans: 1, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.70m (54.79ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Critical Feature Inspection Date: June 11, Bridge Improvement Cost: $1,755,000, Roadway Improvement Cost: $175,000, Total Project Cost: $2,808,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 2757, Location: WILLAMETTE RIVER MP 13.2 (Lat: 45.513211, Lng: -122.670950), Route carried "on" structure: City street 9366, Year Built: 1910, Year Reconstructed: 1997, Status: Posted for load, Structure Length: 42.15m (138.29ft), Average Daily Traffic: 25,610 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 26,225 (year 2030), Design Load: Railroad, Features Intersected: WILLAMETTE RIVER, Facility Carried by Structure: HAWTHORNE AVE Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 33.5m (109.9ft), Horizontal Clearance: 73.2m (240.2ft)), Material/Design: Steel, Design/Construction: Movable - Lift, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 76.5m (251.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 22.3m (73.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 42.20m (138.45ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 11, Critical Feature Inspection Date: June 11, Underwater Inspection Date: June 11, Other Special Inspection Date: July 2009, Bridge Improvement Cost: $4,429,000, Roadway Improvement Cost: $443,000, Total Project Cost: $7,086,000 ( Estimate for 2010), Deck Structure Type: Open Grating Find on map >> Show street view
Structure Number: 2757A, Location: BETWEEN SE WATER & GRAND (Lat: 45.512014, Lng: -122.662275), Route carried "on" structure: City street 9366, Year Built: 1957, Year Reconstructed: 2000, Status: Posted for load, Structure Length: 37.80m (124.02ft), Average Daily Traffic: 12,579 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 12,852 (year 2030), Design Load: HS 20, Features Intersected: OR 99E (01E), Facility Carried by Structure: RAMP TO HAWTHORNE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 9, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 22, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.8m (48.6ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 2757B, Location: WILAMETTE RV MP13.2 (Lat: 45.512942, Lng: -122.664539), Route carried "on" structure: City street 9366, Year Built: 1957, Status: Posted for load, Structure Length: 38.74m (127.10ft), Average Daily Traffic: 13,288 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 14,069 (year 2030), Design Load: HS 20, Features Intersected: GRAND AV TO WATER AV WB, Facility Carried by Structure: MADISON ST Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 10, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 20, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.8m (48.6ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 2757D, Location: WILLAMETTE RIVER MO 13.2 (Lat: 45.514000, Lng: -122.673869), Route carried "on" structure: City street 9366, Year Built: 1958, Status: Posted for load, Structure Length: 10.09m (33.10ft), Average Daily Traffic: 25,866 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 27,012 (year 2030), Features Intersected: WILLAMETTE RIVER, Facility Carried by Structure: HAWTHORNE BR. W.A. Minimum Vertical Clearance: 3.05m (10.01ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 24.7m (81.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.10m (33.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Bridge Improvement Cost: $2,789,000, Roadway Improvement Cost: $279,000, Total Project Cost: $4,462,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 2757F, Location: WILLAMETTE RIV MP 13.2 (Lat: 45.512228, Lng: -122.664561), Route carried "on" structure: City street 9366, Year Built: 1992, Status: Posted for load, Structure Length: 16.73m (54.89ft), Average Daily Traffic: 25,866 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 27,012 (year 2030), Design Load: HS 25, Features Intersected: WATER AVE TO THE RIVER, Facility Carried by Structure: HAWTHORNE BRIDGE Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 2758, Location: WILLAMETTE RIVER MP 12.8 (Lat: 45.517731, Lng: -122.669289), Route carried "on" structure: Business City street 9350, Year Built: 1958, Status: Open, Structure Length: 23.16m (75.98ft), Average Daily Traffic: 53,835 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 72,670 (year 2030), Design Load: HS 20, Features Intersected: WILLAMETTE RIVER, Facility Carried by Structure: MORRISON ST Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Navigation Control: Yes ( Vertical Clearance: 21.0m (68.9ft), Horizontal Clearance: 57.9m (190.0ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 103.6m (339.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 27.4m (89.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: March 11, Critical Feature Inspection Date: March 11, Underwater Inspection Date: September 2008, Other Special Inspection Date: April 2009, Deck Structure Type: Open Grating Find on map >> Show street view
Structure Number: 2758A935, Location: EAST END MORRISON BR (Lat: 45.516519, Lng: -122.663936), Route carried "on" structure: City street 9350, Year Built: 1958, Status: Open, Structure Length: 52.52m (172.31ft), Average Daily Traffic: 24,733 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 35,785 (year 2030), Design Load: HS 20, Features Intersected: OR 99E (HWY 001E), Facility Carried by Structure: BELMONT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 16, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 26, Length of Maximum Span: 37.5m (123.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 52.50m (172.24ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Bridge Improvement Cost: $8,231,000, Roadway Improvement Cost: $823,000, Total Project Cost: $13,169,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 2758B9326, Location: WEST END MORRISON BR (Lat: 45.518414, Lng: -122.671964), Route carried "on" structure: City street 9326, Year Built: 1958, Status: Open, Structure Length: 19.42m (63.71ft), Average Daily Traffic: 56,004 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 77,096 (year 2030), Design Load: HS 20, Features Intersected: CITY STREETS & PARK, Facility Carried by Structure: WEST MORRISON CONN Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 21, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 4.6m (15.1ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 19.40m (63.65ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: March 11, Other Special Inspection Date: June 2009, Bridge Improvement Cost: $5,300,000, Roadway Improvement Cost: $530,000, Total Project Cost: $8,480,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >> Show street view
Structure Number: 4517 01WX00511, Location: 5.1 MI N OF PORTLAND CC (Lat: 45.589250, Lng: -122.686889), Route carried "on" structure: State highway 1W, Year Built: 1916, Status: Open, Structure Length: 20.57m (67.49ft), Average Daily Traffic: 12,500 (year 2010), Average Future Daily Traffic: 15,400 (year 2030), Design Load: HS 15, Features Intersected: COLUMBIA SLOUGH Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.110, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 9, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 15.1m (49.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Inventory Rating: 24.5 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 20.60m (67.59ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: April 11, Critical Feature Inspection Date: April 11, Underwater Inspection Date: April 11, Bridge Improvement Cost: $2,161,000, Roadway Improvement Cost: $216,000, Total Project Cost: $3,458,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 4518 01WX00484, Location: 4.8 MI N OF PORTLAND CC (Lat: 45.585836, Lng: -122.686964), Route carried "on" structure: State highway 1W, Year Built: 1929, Status: Open, Structure Length: 21.12m (69.29ft), Average Daily Traffic: 12,500 (year 2010), Average Future Daily Traffic: 15,400 (year 2030), Design Load: H 15, Features Intersected: COLUMBIA BLVD & UPRR Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 7.789, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 13, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 22.7 metric tons, Inventory Rating: 13.6 metric tons, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 21.10m (69.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Bridge Improvement Cost: $3,583,000, Roadway Improvement Cost: $358,000, Total Project Cost: $5,733,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 4566B068 0071, Location: 3.1 MI N OF HWY 171 (Lat: 45.463389, Lng: -122.579025), Route carried "on" structure: State highway 213, Year Built: 1930, Year Reconstructed: 1990, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 27,100 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 32,000 (year 2030), Design Load: H 15, Features Intersected: JOHNSON CREEK Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 11.426, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 22.3m (73.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 5054 026 00077, Location: IN SE PORTLAND (Lat: 45.501267, Lng: -122.667258), Route carried "on" structure: US 26, Year Built: 1926, Year Reconstructed: 2000, Status: Open, Structure Length: 111.34m (365.29ft), Average Daily Traffic: 46,300 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 48,615 (year 2030), Design Load: H 20, Features Intersected: WILLAMETTE RIVER/OPR Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 1.239, Lanes on structure: 4, Lanes under structure: 17, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Navigation Control: Yes ( Vertical Clearance: 39.3m (128.9ft), Horizontal Clearance: 148.7m (487.9ft)), Material/Design: Steel continuous, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 29, Length of Maximum Span: 163.1m (535.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 29.9 metric tons, Inventory Rating: 18.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 111.30m (365.16ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2009, Critical Feature Inspection Date: August 10, Underwater Inspection Date: August 2009, Bridge Improvement Cost: $19,655,000, Roadway Improvement Cost: $1,966,000, Total Project Cost: $31,448,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >> Show street view
Structure Number: 5194 01W 00141, Location: 0.6 MI S OF BARBUR BLVD (Lat: 45.503692, Lng: -122.677739), Route carried "on" structure: State highway 1W, Year Built: 1947, Status: Open, Structure Length: 17.56m (57.61ft), Average Daily Traffic: 23,900 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 29,500 (year 2030), Design Load: H 15, Features Intersected: ARTHUR STREET Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.269, Lanes on structure: 4, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 10, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.0m (75.5ft), Out-to-Out Width: 25.8m (84.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, 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: 17.60m (57.74ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Bridge Improvement Cost: $1,844,000, Roadway Improvement Cost: $184,000, Total Project Cost: $2,951,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 5194R026 00002, Location: 1.0 MI SE PORTLAND CC (Lat: 45.503514, Lng: -122.677256), Route carried "on" structure: US 26, Year Built: 1947, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 9,643 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 10,381 (year 2030), Design Load: HS 20, Features Intersected: ARTHUR ST VIADUCT Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 17.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.10m (26.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Bridge Improvement Cost: $849,000, Roadway Improvement Cost: $85,000, Total Project Cost: $1,358,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 5195A01W 00193, Location: NEAR W END ROSS ISL. BR. (Lat: 45.495542, Lng: -122.677781), Route carried "on" structure: State highway 1W, Year Built: 1949, Status: Open, Structure Length: 15.67m (51.41ft), Average Daily Traffic: 9,643 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 14,206 (year 2030), Design Load: H 15, Features Intersected: HARBOR DRIVE VIADUCT Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.106, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 15.70m (51.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Bridge Improvement Cost: $1,646,000, Roadway Improvement Cost: $165,000, Total Project Cost: $2,633,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 5195B01W 00198, Location: 2.0 MI S PORTLAND CC (Lat: 45.495417, Lng: -122.677956), Route carried "on" structure: City street , Year Built: 1949, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 26,466 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 38,213 (year 2030), Design Load: H 20, Features Intersected: HWY 1W, Facility Carried by Structure: Barbur Blvd Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.9m (32.5ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 98.5m (323.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 29.9 metric tons, Inventory Rating: 18.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $12,000, Total Project Cost: $184,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 5290 01EX00386, Location: 3.9 MI N PORTLAND CC (Lat: 45.578850, Lng: -122.661350), Route carried "on" structure: State highway 1E, Year Built: 1916, Status: Open, Structure Length: 6.63m (21.75ft), Average Daily Traffic: 47,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 50,900 (year 2030), Design Load: H 15, Features Intersected: UPRR Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.212, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.30m (23.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Bridge Improvement Cost: $766,000, Roadway Improvement Cost: $77,000, Total Project Cost: $1,225,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 6497 123 00091, Location: 0.6 MI NW PORTLAND CC (Lat: 45.586019, Lng: -122.762781), Route carried "on" structure: Bypass US 30, Year Built: 1931, Status: Open, Structure Length: 109.99m (360.86ft), Average Daily Traffic: 20,700 (year 2010), Truck Traffic: 9%, Average Future Daily Traffic: 21,700 (year 2030), Design Load: HS 20, Features Intersected: WILLAMETTE RV/UPRR & P&W Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 1.465, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Navigation Control: Yes ( Vertical Clearance: 62.5m (205.1ft), Horizontal Clearance: 344.1m (1,128.9ft)), Material/Design: Steel, Design/Construction: Suspension, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 12, Length of Maximum Span: 367.9m (1,207.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 110.00m (360.89ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 72 months, Inspection Date: June 11, Critical Feature Inspection Date: June 11, Underwater Inspection Date: September 10, Other Special Inspection Date: September 2007, Bridge Improvement Cost: $19,037,000, Roadway Improvement Cost: $1,904,000, Total Project Cost: $30,459,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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