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

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Structure Number: 604,  Location: W OF JOSEPH @ MILL ST (Lat: 45.354322,  Lng: -117.231283),  Route carried "on" structure: Business City street ,  Year Built: 1935,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 580 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 914 (year 2030),  Design Load: HS 20,  Features Intersected: BIG BEND DITCH,  Facility Carried by Structure: WEST WALLOWA AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 107.0m (351.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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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: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Navigation Control: Yes ( Vertical Clearance: 195.0m (639.8ft), Horizontal Clearance: 6.0m (19.7ft)),  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: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 3.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.61m (8.56ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2017,  Critical Feature Inspection Date: May 2017,  Underwater Inspection Date: September 2016,  Bridge Improvement Cost: $2,741,000,  Roadway Improvement Cost: $274,000,  Total Project Cost: $4,386,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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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: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Material/Design: Concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 16,  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: Fair,  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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.88m (6.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $5,531,000,  Roadway Improvement Cost: $553,000,  Total Project Cost: $8,850,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 511A9326,  Location: WEST END BURNSIDE BR (Lat: 45.523097,  Lng: -122.670281),  Route carried "under" structure: State highway 99,  Year Built: 1927,  Structure Length: 0. m,  Average Daily Traffic: 13,700 (year 2016),  Truck Traffic: 4%,  Features Intersected: WEST BURNSIDE APPROACH,  Facility Carried by Structure: BURNSIDE ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 19.2m (63.0ft)

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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: 26.18m (85.89ft),  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: 5,  Lanes under structure: 11,  Owner: County Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 7,  Length of Maximum Span: 32.9m (107.9ft),  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: 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Critical Feature Inspection Date: June 2017,  Bridge Improvement Cost: $7,599,000,  Roadway Improvement Cost: $760,000,  Total Project Cost: $12,158,000 ( Estimate for 2011),  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 "under" structure: Interstate 5,  Year Built: 1927,  Structure Length: 0. m,  Average Daily Traffic: 16,600 (year 2016),  Truck Traffic: 38%,  Features Intersected: EAST BURNSIDE APPROACH,  Facility Carried by Structure: BURNSIDE ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 511B9326,  Location: EAST END BURNSIDE BR (Lat: 45.522981,  Lng: -122.665211),  Route carried "under" structure: Interstate 80,  Year Built: 1927,  Structure Length: 0. m,  Average Daily Traffic: 147,900 (year 2016),  Truck Traffic: 4%,  Features Intersected: EAST BURNSIDE APPROACH,  Facility Carried by Structure: BURNSIDE ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 511B9326,  Location: EAST END BURNSIDE BR (Lat: 45.522981,  Lng: -122.665211),  Route carried "under" structure: Ramp Interstate 5,  Year Built: 1927,  Structure Length: 0. m,  Average Daily Traffic: 16,600 (year 2016),  Truck Traffic: 38%,  Features Intersected: EAST BURNSIDE APPROACH,  Facility Carried by Structure: BURNSIDE ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 511B9326,  Location: EAST END BURNSIDE BR (Lat: 45.522981,  Lng: -122.665211),  Route carried "under" structure: Ramp Interstate 5,  Year Built: 1927,  Structure Length: 0. m,  Average Daily Traffic: 16,600 (year 2016),  Truck Traffic: 38%,  Features Intersected: EAST BURNSIDE APPROACH,  Facility Carried by Structure: BURNSIDE ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 1185A003 004,  Location: 0.04 MI N RIVERWOOD ROAD (Lat: 45.447706,  Lng: -122.657497),  Route carried "on" structure: State highway 43,  Year Built: 1926,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 19.97m (65.52ft),  Average Daily Traffic: 17,000 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 20,000 (year 2036),  Design Load: H 15,  Features Intersected: RIVERSIDE CANYON,  Facility Carried by Structure: HWY 3
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.437,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 156.0m (511.8ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 11,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 2.4m (7.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 2.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1377A001 30838,  Location: AT INTERSTATE BRIDGE (Lat: 45.618039,  Lng: -122.675275),  Route carried "on" structure: Interstate 5,  Year Built: 1916,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 107.84m (353.81ft),  Average Daily Traffic: 132,300 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 172,700 (year 2036),  Design Load: H 15,  Features Intersected: COLUMBIA RIVER
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 49.629,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Navigation Control: Yes ( Vertical Clearance: 43.0m (141.1ft), Horizontal Clearance: 802.0m (2,631.2ft)),  Material/Design: Steel,  Design/Construction: Movable - Lift,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 16,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 2.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 18.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  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: 10.78m (35.37ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: July 2016,  Critical Feature Inspection Date: July 2016,  Underwater Inspection Date: September 2017,  Bridge Improvement Cost: $16,622,000,  Roadway Improvement Cost: $1,662,000,  Total Project Cost: $26,595,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1377A001 30838,  Location: AT INTERSTATE BRIDGE (Lat: 45.618039,  Lng: -122.675275),  Route carried "under" structure: ServiceInterstate 5,  Year Built: 1916,  Structure Length: 0. m,  Average Daily Traffic: 132,300 (year 2016),  Truck Traffic: 8%,  Features Intersected: COLUMBIA RIVER
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 49.629,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Movable - Lift,  Length of Maximum Span: 8.5m (27.9ft)

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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 99,  Year Built: 1934,  Year Reconstructed: 1954,  Status: Open,  Structure Length: 9.36m (30.71ft),  Average Daily Traffic: 17,400 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 33,800 (year 2036),  Design Load: H 15,  Features Intersected: COLUMBIA SLOUGH
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.113,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 177.0m (580.7ft),  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: Fair,  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: Better than present minimum 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 60 months,  Inspection Date: January 2017,  Critical Feature Inspection Date: January 2015,  Underwater Inspection Date: Febuary 2015,  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: 1.03m (3.38ft),  Average Daily Traffic: 33,400 (year 2016),  Truck Traffic: 20%,  Average Future Daily Traffic: 38,600 (year 2036),  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: 73.0m (239.5ft),  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: Fair,  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: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Critical Feature Inspection Date: January 2015,  Bridge Improvement Cost: $1,082,000,  Roadway Improvement Cost: $108,000,  Total Project Cost: $1,732,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1740 02W 01319,  Location: 6.3 MI W ST JOHNS BR (Lat: 45.651400,  Lng: -122.851111),  Route carried "on" structure: US 30,  Year Built: 1968,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 26,300 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,600 (year 2036),  Design Load: HS 20,  Features Intersected: MCCARTY CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 21.227,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 257.0m (843.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 26.6m (87.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 50.8 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: 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: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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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 99,  Year Built: 1934,  Status: Open,  Structure Length: 11.49m (37.70ft),  Average Daily Traffic: 18,300 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 27,300 (year 2036),  Design Load: H 15,  Features Intersected: SW NEWBURY ST VIADUCT
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.523,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 158.0m (518.4ft),  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: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2016,  Bridge Improvement Cost: $1,207,000,  Roadway Improvement Cost: $121,000,  Total Project Cost: $1,932,000 ( Estimate for 2011),  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 99,  Year Built: 1934,  Status: Open,  Structure Length: 16.18m (53.08ft),  Average Daily Traffic: 18,300 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 27,300 (year 2036),  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: 146.0m (479.0ft),  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: 2.0 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: 1.78m (5.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2016,  Bridge Improvement Cost: $1,870,000,  Roadway Improvement Cost: $187,000,  Total Project Cost: $2,992,000 ( Estimate for 2011),  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: 25,400 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,100 (year 2036),  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: 1.8m (5.9ft),  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: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 2.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  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: 0.35m (1.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $371,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $594,000 ( Estimate for 2011),  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 99,  Year Built: 1991,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 43,700 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 49,500 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: JOHNSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.129,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 311.0m (1,020.3ft),  Skew: 32 degrees,  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: 31.1m (102.0ft),  Out-to-Out Width: 37.1m (121.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 3.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  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 99,  Year Built: 1935,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 22,600 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 27,300 (year 2036),  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: 146.0m (479.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee 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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: 0.55m (1.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2016,  Bridge Improvement Cost: $583,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $932,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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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 "under" structure: City street ,  Year Built: 1935,  Structure Length: 0. m,  Average Daily Traffic: 23,000 (year 2010),  Features Intersected: SW MULTNOMAH BLVD,  Facility Carried by Structure: OR 99W (HWY 001W)
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 7.821,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 2014A02W 01123,  Location: 4.3 MI W ST JOHNS BR (Lat: 45.631781,  Lng: -122.824653),  Route carried "on" structure: US 30,  Year Built: 1968,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 17,800 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 22,900 (year 2036),  Design Load: HS 20,  Features Intersected: PNWR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.073,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 219.0m (718.5ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 138.4m (454.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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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 99,  Year Built: 1937,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 31.61m (103.71ft),  Average Daily Traffic: 46,300 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 51,200 (year 2036),  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: 303.0m (994.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 27,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 0.7m (2.3ft)

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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  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: 171.0m (561.0ft),  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: 18.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 14.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Critical Feature Inspection Date: October 2017,  Bridge Improvement Cost: $4,463,000,  Roadway Improvement Cost: $446,000,  Total Project Cost: $7,141,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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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 "under" structure: Interstate 84,  Year Built: 1936,  Structure Length: 0. m,  Average Daily Traffic: 112,100 (year 2016),  Truck Traffic: 5%,  Features Intersected: I-84 (HWY 002),  Facility Carried by Structure: 102ND AVE
Minimum Vertical Clearance: 7.37m (24.18ft),  Kilometerpoint: 10.831,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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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 "under" structure: Ramp Interstate 84,  Year Built: 1936,  Structure Length: 0. m,  Average Daily Traffic: 112,100 (year 2016),  Truck Traffic: 5%,  Features Intersected: I-84 (HWY 002),  Facility Carried by Structure: 102ND AVE
Minimum Vertical Clearance: 7.37m (24.18ft),  Kilometerpoint: 10.831,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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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 99,  Year Built: 1968,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 48,800 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 53,800 (year 2036),  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: 134.0m (439.6ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 27.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 21.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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 2017,  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 "under" structure: State highway 99,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 48,165 (year 2010),  Features Intersected: HWY 1E OR99E,  Facility Carried by Structure: MILWAUKIE AVE
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 4.216,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 56.4m (185.0ft)

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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 99,  Year Built: 1908,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 14.14m (46.39ft),  Average Daily Traffic: 70,600 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 78,900 (year 2036),  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: 171.0m (561.0ft),  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: Poor,  Substructure: Poor,  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: 1.41m (4.63ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Critical Feature Inspection Date: January 2017,  Bridge Improvement Cost: $3,861,000,  Roadway Improvement Cost: $386,000,  Total Project Cost: $6,177,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2350A01EX0002,  Location: 0.1 MI E PORTLAND CC (Lat: 45.525728,  Lng: -122.661717),  Route carried "under" structure: Interstate 84,  Year Built: 1908,  Structure Length: 0. m,  Average Daily Traffic: 147,900 (year 2016),  Truck Traffic: 4%,  Features Intersected: HWY 2 & UPRR,  Facility Carried by Structure: OR 99E (HWY001E)CO
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.322,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 2350A01EX0002,  Location: 0.1 MI E PORTLAND CC (Lat: 45.525728,  Lng: -122.661717),  Route carried "under" structure: Ramp Interstate 5,  Year Built: 1908,  Structure Length: 0. m,  Average Daily Traffic: 16,600 (year 2016),  Truck Traffic: 38%,  Features Intersected: HWY 2 & UPRR,  Facility Carried by Structure: OR 99E (HWY001E)CO
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.322,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 27.4m (89.9ft)

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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: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  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: 10.1m (33.1ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.0 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: Meets minimum limits,  Length Of Structure Improvement: 0.84m (2.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $881,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $1,409,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral 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: 134.0m (439.6ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 12,  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: 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Critical Feature Inspection Date: August 2016,  Bridge Improvement Cost: $1,210,000,  Roadway Improvement Cost: $121,000,  Total Project Cost: $1,936,000 ( Estimate for 2011),  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: Open,  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: 67.0m (219.8ft),  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: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $1,169,000,  Roadway Improvement Cost: $117,000,  Total Project Cost: $1,871,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 2485 000 00219,  Location: NE PORTLAND (Lat: 45.570319,  Lng: -122.618911),  Route carried "under" structure: Bypass US 30,  Year Built: 1938,  Structure Length: 0. m,  Average Daily Traffic: 27,400 (year 2016),  Truck Traffic: 4%,  Features Intersected: B-75 X LOMBARD AND UPRR,  Facility Carried by Structure: NE 42ND AVE
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 13.181,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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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: 128,300 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 141,200 (year 2036),  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: 415.0m (1,361.5ft),  Navigation Control: Yes ( Vertical Clearance: 533.0m (1,748.7ft), Horizontal Clearance: 2987.0m (9,799.9ft)),  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,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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: 6.57m (21.56ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Critical Feature Inspection Date: June 2017,  Bridge Improvement Cost: $32,056,000,  Roadway Improvement Cost: $3,206,000,  Total Project Cost: $51,289,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2641A02W 01077,  Location: 3.8 MI W OF ST JOHNS BR (Lat: 45.626675,  Lng: -122.818611),  Route carried "on" structure: US 30,  Year Built: 1949,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 13.02m (42.72ft),  Average Daily Traffic: 17,700 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 22,800 (year 2036),  Design Load: HS 20,  Features Intersected: PARTIAL VIADUCT
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.333,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 213.0m (698.8ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 2.4m (7.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 20.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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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: 7.07m (23.20ft),  Average Daily Traffic: 4,000 (year 2016),  Truck Traffic: 4%,  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: 0.451,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.4m (60.4ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 0.9m (3.0ft)

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: Meets minimum limits,  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: 0.72m (2.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2016,  Bridge Improvement Cost: $734,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $1,174,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2733B01WX00052,  Location: AT WEST END OF STEEL BR (Lat: 45.525772,  Lng: -122.670714),  Route carried "under" structure: Ramp State highway 99,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 13,700 (year 2016),  Truck Traffic: 4%,  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,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.4m (60.4ft)

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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 99,  Year Built: 1950,  Status: Open,  Structure Length: 17.12m (56.17ft),  Average Daily Traffic: 13,700 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,000 (year 2036),  Design Load: H 15,  Features Intersected: FRONT AVE TO STEEL BR,  Facility Carried by Structure: HWY 1W NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.467,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 1,  Length of Maximum Span: 27.8m (91.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.3m (33.8ft)

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: 1.67m (5.48ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2016,  Critical Feature Inspection Date: Febuary 2016,  Bridge Improvement Cost: $1,755,000,  Roadway Improvement Cost: $175,000,  Total Project Cost: $2,808,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex 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: Open,  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: 134.0m (439.6ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 335.0m (1,099.1ft), Horizontal Clearance: 732.0m (2,401.6ft)),  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: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: Equal to present desirable criteria,  Length Of Structure Improvement: 4.22m (13.85ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2017,  Critical Feature Inspection Date: May 2017,  Underwater Inspection Date: October 2016,  Bridge Improvement Cost: $4,429,000,  Roadway Improvement Cost: $443,000,  Total Project Cost: $7,086,000 ( Estimate for 2011),  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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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: Open,  Structure Length: 3.78m (12.40ft),  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: 128.0m (419.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  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 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2757A,  Location: BETWEEN SE WATER & GRAND (Lat: 45.512014,  Lng: -122.662275),  Route carried "under" structure: State highway 99,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 70,600 (year 2016),  Truck Traffic: 4%,  Features Intersected: OR 99E (01E),  Facility Carried by Structure: RAMP TO HAWTHORNE
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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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: Open,  Structure Length: 39.62m (129.99ft),  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: 2,  Lanes under structure: 10,  Owner: County Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  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: 2.1m (6.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 14.2m (46.6ft)

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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  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 "under" structure: State highway 99,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 70,600 (year 2016),  Truck Traffic: 4%,  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: 2,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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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: Open,  Structure Length: 0.96m (3.15ft),  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: 122.0m (400.3ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Number Of Approach Spans: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 6.8 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: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Critical Feature Inspection Date: March 2017,  Bridge Improvement Cost: $2,789,000,  Roadway Improvement Cost: $279,000,  Total Project Cost: $4,462,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete