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Bridge Statistics for Portland, Oregon (OR) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Parts: 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14


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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New bridges - Historical Statistics

  • 1900-1909: 11
  • 1910-1919: 20
  • 1920-1929: 35
  • 1930-1939: 29
  • 1940-1949: 27
  • 1950-1959: 84
  • 1960-1969: 251
  • 1970-1979: 144
  • 1980-1989: 104
  • 1990-1999: 42
  • 2000-2009: 36
  • 2010-2012: 2

Reconstructed bridges - Historical Statistics

  • 1920-1929: 3
  • 1930-1939: 1
  • 1940-1949: 3
  • 1950-1959: 4
  • 1960-1969: 4
  • 1970-1979: 3
  • 1980-1989: 20
  • 1990-1999: 5
  • 2000-2009: 5
  • 2010-2012: 1

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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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