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

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Structure Number: 357 003 01143,  Location: 0.1 MI N OF MAIN ST (O C) (Lat: 45.358953,  Lng: -122.609553),  Route carried "on" structure: State highway 43,  Year Built: 1922,  Status: Open,  Structure Length: 22.71m (74.51ft),  Average Daily Traffic: 14,200 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 22,300 (year 2026),  Design Load: H 15,  Features Intersected: WILLAMETTE RIVER,  Facility Carried by Structure: HWY 3
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 18.395,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Navigation Control: Yes ( Vertical Clearance: 14.9m (48.9ft), Horizontal Clearance: 55.2m (181.1ft)),  Material/Design: Steel,  Design/Construction: Arch - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 11,  Length of Maximum Span: 109.7m (359.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Very good,  Operating Rating: 22.7 metric tons,  Inventory Rating: 13.6 metric tons,  Structural Evaluation: High priority of replacement,  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: 25.00m (82.02ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: January 2008,  Underwater Inspection Date: August 2006,  Bridge Improvement Cost: $2,603,000,  Roadway Improvement Cost: $260,000,  Total Project Cost: $4,164,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1618A01E 01138,  Location: 1.2 MI N OF OREGON CITY (Lat: 45.370367,  Lng: -122.601178),  Route carried "on" structure: State highway 99,  Year Built: 1990,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 38,728 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 58,401 (year 2026),  Design Load: HS 25,  Features Intersected: CLACKAMETTE PARK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 18.314,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 32.1m (105.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $330,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $528,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2374 01E 01229,  Location: IN OREGON CITY (Lat: 45.359186,  Lng: -122.607531),  Route carried "on" structure: State highway 99,  Year Built: 1940,  Status: Open,  Structure Length: 11.34m (37.20ft),  Average Daily Traffic: 28,840 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 47,277 (year 2026),  Design Load: H 15,  Features Intersected: WILLAMETTE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 19.779,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.30m (37.07ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Underwater Inspection Date: August 2006,  Bridge Improvement Cost: $1,191,000,  Roadway Improvement Cost: $119,000,  Total Project Cost: $1,906,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2732 01E 01222,  Location: IN OREGON CITY (Lat: 45.360461,  Lng: -122.605011),  Route carried "on" structure: State highway 99,  Year Built: 1940,  Status: Open,  Structure Length: 10.24m (33.60ft),  Average Daily Traffic: 28,840 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 47,277 (year 2026),  Design Load: H 15,  Features Intersected: PARTIAL VIADUCT
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 19.666,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 22.7 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.20m (33.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $1,076,000,  Roadway Improvement Cost: $108,000,  Total Project Cost: $1,721,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7164 01E 01386,  Location: 1.3 MI S OREGON CITY CC (Lat: 45.345192,  Lng: -122.628381),  Route carried "on" structure: State highway 99,  Year Built: 1949,  Status: Open,  Structure Length: 12.07m (39.60ft),  Average Daily Traffic: 9,218 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 14,935 (year 2026),  Features Intersected: HILLSIDE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 22.306,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 4.0m (13.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9403R064C0093,  Location: AT WEST LINN BR (Lat: 45.365306,  Lng: -122.600361),  Route carried "on" structure: Ramp Interstate 205,  Year Built: 1970,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 9,191 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,912 (year 2026),  Design Load: HS 20,  Features Intersected: HWY 1E
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 14.967,  Lanes on structure: 1,  Base Highway Network: Yes,  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,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9702 064 00951,  Location: 0.4 MI N OF W. LINN BR (Lat: 45.366814,  Lng: -122.596636),  Route carried "on" structure: Interstate 205,  Year Built: 1972,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 115,800 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 118,400 (year 2026),  Design Load: HS 20,  Features Intersected: MAIN ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 15.305,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 38.4m (126.0ft),  Skew: 35 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 38.4m (126.0ft),  Out-to-Out Width: 39.8m (130.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.50m (21.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $685,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $1,096,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 9750 064C01024,  Location: 1.0 MI N OF OREGON CITY (Lat: 45.374908,  Lng: -122.587092),  Route carried "on" structure: US 205,  Year Built: 1971,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 79,302 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 157,777 (year 2026),  Design Load: HS 20,  Features Intersected: I-205 (HWY 064),  Facility Carried by Structure: PARKPLACE CO
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.480,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 43.3m (142.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9865 01E 01179,  Location: 0.8 MI N OREGON CITY (Lat: 45.364469,  Lng: -122.600883),  Route carried "on" structure: State highway 99,  Year Built: 1971,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 42,230 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 69,319 (year 2026),  Design Load: HS 20,  Features Intersected: ABERNETHY CK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 18.974,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007

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Structure Number: 9883 064 00969,  Location: 0.4 M E OF 1E INTERCHANGE (Lat: 45.368672,  Lng: -122.594075),  Route carried "on" structure: Interstate 205,  Year Built: 1971,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 115,800 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 118,400 (year 2026),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 15.595,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 35 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007

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Structure Number: 16523 160 00063,  Location: 1 M S I-205 & PARK PLACE (Lat: 45.364100,  Lng: -122.584197),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 1,167 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,804 (year 2026),  Design Load: HS 20,  Features Intersected: HWY 160 ORE213,  Facility Carried by Structure: HOLCOMB BLVD. CO
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.8m (169.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  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: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 18285 058 00002,  Location: 150 FT SW REDLAND RD (Lat: 45.361944,  Lng: -122.585492),  Route carried "on" structure: County highway 9637,  Year Built: 2000,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 3,572 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,904 (year 2026),  Design Load: HS 25,  Features Intersected: ABERNETHY CREEK,  Facility Carried by Structure: ANCHOR WAY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19119,  Location: 005 MI N OREGON CITY CC (Lat: 45.363825,  Lng: -122.597389),  Route carried "on" structure: State highway 213,  Year Built: 2003,  Status: Open,  Structure Length: 6.33m (20.77ft),  Average Daily Traffic: 11,069 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,494 (year 2026),  Design Load: HS 25,  Features Intersected: ABERNATHY CREEK,  Facility Carried by Structure: WASHINGTON ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.0m (111.5ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: N8837B064 01072,  Location: 1.6 MI NE OREGON CTY CC (Lat: 45.380447,  Lng: -122.580381),  Route carried "on" structure: Interstate 205,  Year Built: 1962,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 17.62m (57.81ft),  Average Daily Traffic: 71,850 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 66,750 (year 2026),  Design Load: HS 20,  Features Intersected: CLACKAMAS RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.252,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 357 003 01143,  Location: 0.1 MI N OF MAIN ST (O C) (Lat: 45.358953,  Lng: -122.609553),  Route carried "under" structure: State highway 99,  Year Built: 1922,  Structure Length: 22.71m (74.51ft),  Average Daily Traffic: 21,324 (year 2006),  Features Intersected: WILLAMETTE RIVER,  Facility Carried by Structure: HWY 3
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 1.994,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Arch - Thru,  Length of Maximum Span: 109.7m (359.9ft)

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Structure Number: 2206 01E 01262,  Location: IN OREGON CITY (Lat: 45.356011,  Lng: -122.609478),  Route carried "under" structure: State highway 99,  Year Built: 1936,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 21,327 (year 2006),  Truck Traffic: 6%,  Features Intersected: HWY 1E OR 99E,  Facility Carried by Structure: UPRR
Minimum Vertical Clearance: 0.44m (1.44ft),  Kilometerpoint: 2.031,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 3020 01E 01283,  Location: 0.3 MI SW OREGON CITY CC (Lat: 45.353167,  Lng: -122.612583),  Route carried "under" structure: State highway 99,  Year Built: 1936,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 22,092 (year 2006),  Truck Traffic: 6%,  Features Intersected: HWY 1E OR 99E,  Facility Carried by Structure: PEDESTRIAN BR
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 20.648,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 9750 064C01024,  Location: 1.0 MI N OF OREGON CITY (Lat: 45.374908,  Lng: -122.587092),  Route carried "under" structure: Interstate 205,  Year Built: 1971,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 85,670 (year 2006),  Features Intersected: I-205 (HWY 064),  Facility Carried by Structure: PARKPLACE CO
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.648,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.3m (142.1ft)

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Structure Number: 16523 160 00063,  Location: 1 M S I-205 & PARK PLACE (Lat: 45.364100,  Lng: -122.584197),  Route carried "under" structure: State highway 160,  Year Built: 1983,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 47,400 (year 2006),  Truck Traffic: 9%,  Features Intersected: HWY 160 ORE213,  Facility Carried by Structure: HOLCOMB BLVD. CO
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.014,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 51.8m (169.9ft)