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

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Structure Number: 737A058 00446,  Location: 004 MI S ALBANY (Lat: 44.603358,  Lng: -123.113425),  Route carried "on" structure: State highway 99,  Year Built: 1988,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 18,500 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 29,100 (year 2026),  Design Load: HS 25,  Features Intersected: OAK CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.178,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2008,  Underwater Inspection Date: May 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1025D031 01044,  Location: IN ALBANY (Lat: 44.639122,  Lng: -123.106600),  Route carried "on" structure: US 20,  Year Built: 1925,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 33.22m (108.99ft),  Average Daily Traffic: 7,700 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,350 (year 2026),  Design Load: H 15,  Features Intersected: WILLAMETTE RV
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 16.802,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Navigation Control: Yes ( Vertical Clearance: 7.6m (24.9ft), Horizontal Clearance: 29.0m (95.1ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 7,  Length of Maximum Span: 61.0m (200.1ft),  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: 10.8m (35.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 33.20m (108.92ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 12 months,  Inspection Date: July 2007,  Critical Feature Inspection Date: July 2007,  Underwater Inspection Date: July 2007,  Bridge Improvement Cost: $3,490,000,  Roadway Improvement Cost: $349,000,  Total Project Cost: $5,584,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2380 058 0022,  Location: 009 MI S HWY 16 (Lat: 44.632444,  Lng: -123.098967),  Route carried "on" structure: US 20,  Year Built: 1940,  Status: Open,  Structure Length: 16.82m (55.18ft),  Average Daily Traffic: 38,600 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,600 (year 2026),  Design Load: H 15,  Features Intersected: CITY STREET & UPRR,  Facility Carried by Structure: OR 99E (HWY 058)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.541,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 25.6m (84.0ft),  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: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 27.2 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: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.80m (55.12ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Critical Feature Inspection Date: March 2008,  Bridge Improvement Cost: $1,768,000,  Roadway Improvement Cost: $177,000,  Total Project Cost: $2,828,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 2447 058 00242,  Location: IN ALBANY (Lat: 44.631097,  Lng: -123.102947),  Route carried "on" structure: State highway 99,  Year Built: 1940,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 35,700 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 43,900 (year 2026),  Design Load: H 15,  Features Intersected: HWY 31 (US 20 )
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.895,  Lanes on structure: 3,  Lanes under structure: 2,  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: 3,  Length of Maximum Span: 16.5m (54.1ft),  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: 19.0m (62.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 17.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.30m (14.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Bridge Improvement Cost: $448,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $717,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 2481A058 00304,  Location: 028 MI S ALBANY W C LM (Lat: 44.623544,  Lng: -123.109675),  Route carried "on" structure: State highway 99,  Year Built: 1940,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 20,100 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 33,700 (year 2026),  Design Load: HS 20,  Features Intersected: SANTIAM CANAL
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.892,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft)

Condition: Channel: Very 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2008,  Underwater Inspection Date: June 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2515A058 00069,  Location: IN ALBANY (Lat: 44.638917,  Lng: -123.070158),  Route carried "on" structure: State highway 99,  Year Built: 1940,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 3.09m (10.14ft),  Average Daily Traffic: 22,200 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 28,800 (year 2026),  Design Load: H 15,  Features Intersected: COX CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.110,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Material/Design: Concrete continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.3m (56.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 26.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Bridge Improvement Cost: $325,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $520,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6661 001F23366,  Location: 008 MI N OF ALBANY SCL (Lat: 44.636289,  Lng: -123.062850),  Route carried "on" structure: Interstate 5,  Year Built: 1940,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 9,102 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,206 (year 2026),  Design Load: HS 20,  Features Intersected: COX CREEK FRONT RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 376.039,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6931A001 23501,  Location: 006 MI N OF HWY 58 JCT (Lat: 44.655442,  Lng: -123.061019),  Route carried "on" structure: Interstate 5,  Year Built: 1947,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 31,073 (year 2006),  Truck Traffic: 22%,  Average Future Daily Traffic: 43,654 (year 2026),  Design Load: HS 20,  Features Intersected: TRUAX CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 378.212,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.8m (107.6ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007

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Structure Number: 7079 000700079,  Location: 0.8 MI E I 5 (Lat: 44.643728,  Lng: -123.043492),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 5,150 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,442 (year 2026),  Design Load: HS 20,  Features Intersected: BURKHART CREEK,  Facility Carried by Structure: KNOX BUTTE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.271,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8221B001 23416,  Location: 001 MI S ALBANY (Lat: 44.643922,  Lng: -123.062358),  Route carried "on" structure: Interstate 5,  Year Built: 1958,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 23,850 (year 2006),  Truck Traffic: 26%,  Average Future Daily Traffic: 39,850 (year 2026),  Design Load: HS 20,  Features Intersected: OR 99E (HWY 058) EB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 376.844,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8221D001 23416,  Location: 001 MI S ALBANY (Lat: 44.643719,  Lng: -123.062742),  Route carried "on" structure: Interstate 5,  Year Built: 1958,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 23,850 (year 2006),  Truck Traffic: 26%,  Average Future Daily Traffic: 39,850 (year 2026),  Design Load: HS 20,  Features Intersected: OR 99E (HWY O58)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 376.844,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 42.6 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: Equal to present minimum criteria,  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: 5.90m (19.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Bridge Improvement Cost: $621,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $994,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8221E058 00046,  Location: 003 MI S ALBANY (Lat: 44.644808,  Lng: -123.061336),  Route carried "on" structure: State highway 99,  Year Built: 1958,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 12,253 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 15,331 (year 2026),  Design Load: HS 20,  Features Intersected: KNOX BUTTE RD (CO.)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.740,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 8222N001 23365,  Location: 007 MI N OF ALBANY SCL (Lat: 44.636100,  Lng: -123.062069),  Route carried "on" structure: Interstate 5,  Year Built: 1958,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 23,850 (year 2006),  Truck Traffic: 26%,  Average Future Daily Traffic: 39,850 (year 2026),  Design Load: HS 20,  Features Intersected: COX CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 376.023,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8222S001 23365,  Location: 007 MI N OF ALBANY SCL (Lat: 44.636214,  Lng: -123.062492),  Route carried "on" structure: Interstate 5,  Year Built: 1958,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 23,850 (year 2006),  Truck Traffic: 26%,  Average Future Daily Traffic: 39,850 (year 2026),  Design Load: HS 20,  Features Intersected: COX CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 376.023,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8223 016 00106,  Location: IN ALBANY (Lat: 44.630139,  Lng: -123.062094),  Route carried "on" structure: US 20,  Year Built: 1958,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 9.42m (30.91ft),  Average Daily Traffic: 10,200 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,400 (year 2026),  Design Load: HS 20,  Features Intersected: I-5 (HWY 001)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.706,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 22.7m (74.5ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 42.6 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 9806 031 01045,  Location: IN ALBANY (Lat: 44.639128,  Lng: -123.105839),  Route carried "on" structure: US 20,  Year Built: 1971,  Status: Open,  Structure Length: 34.93m (114.60ft),  Average Daily Traffic: 17,100 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,900 (year 2026),  Design Load: HS 20,  Features Intersected: WILLAMETTE RV
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.818,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Navigation Control: Yes ( Vertical Clearance: 13.7m (44.9ft), Horizontal Clearance: 68.3m (224.1ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 3,  Length of Maximum Span: 70.1m (230.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 12 months,  Inspection Date: July 2007,  Underwater Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 12752 0324,  Location: 000 AT ALBANY SEWER PLANT (Lat: 44.644328,  Lng: -123.074231),  Route carried "on" structure: County highway C0324,  Year Built: 1957,  Status: Temporarily open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 154 (year 2006),  Truck Traffic: 30%,  Average Future Daily Traffic: 206 (year 2026),  Design Load: HS 20,  Features Intersected: WAVERLY CREEK,  Facility Carried by Structure: WAVERLY DR. NORTH
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $409,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $654,000 ( Estimate for 2007),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1798,  Location: 12 AVE AND VINE ST (Lat: 44.627972,  Lng: -123.110578),  Route carried "on" structure: City street C0000,  Year Built: 1997,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,648 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,678 (year 2026),  Design Load: HS 25,  Features Intersected: SANTIAM-ALBANY CANAL,  Facility Carried by Structure: 12TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Better than 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: September 2007,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 17993,  Location: 0.06 MI WEST OF CLEVELAND (Lat: 44.639517,  Lng: -123.086628),  Route carried "on" structure: City street C0000,  Year Built: 1997,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 721 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,061 (year 2026),  Design Load: HS 25,  Features Intersected: PERIWINKLE CREEK,  Facility Carried by Structure: 1ST AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 16.9m (55.4ft)

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: 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: September 2007,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 18295 058 00156,  Location: 0.1 MI W GEARY ST (Lat: 44.633144,  Lng: -123.085736),  Route carried "on" structure: State highway 99,  Year Built: 1978,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 7,900 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,750 (year 2026),  Design Load: HS 20,  Features Intersected: PERIWINKLE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.511,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1847,  Location: 6TH AVE AND VINE ST (Lat: 44.632650,  Lng: -123.111622),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,236 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,751 (year 2026),  Design Load: HS 25,  Features Intersected: SANTIAM-ALBANY CANAL,  Facility Carried by Structure: 6TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 5.4m (17.7ft),  Right: 5.7m (18.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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 2007,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19582,  Location: 0.3 MI N OF US20 (Lat: 44.635364,  Lng: -123.057333),  Route carried "on" structure: City street C0000,  Year Built: 1997,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 1,648 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,318 (year 2026),  Design Load: HS 20,  Features Intersected: COX CREEK,  Facility Carried by Structure: PRICE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.4m (14.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19638,  Location: 0.3 MI N OF US 20 (Lat: 44.635347,  Lng: -123.068347),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 309 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 464 (year 2026),  Design Load: HS 20,  Features Intersected: COX CREEK,  Facility Carried by Structure: BAIN STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal 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: September 2007

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Structure Number: 19639,  Location: 0.06 MI W OF GEARY ST (Lat: 44.625244,  Lng: -123.084372),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 5,151 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,210 (year 2026),  Design Load: HS 20,  Features Intersected: PERIWINKLE CREEK,  Facility Carried by Structure: QUEEN AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.2m (23.6ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft)

Condition: Channel: Very 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007

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Structure Number: 19857 135 00014,  Location: 0014 MI WEST HWY 99E (Lat: 44.596883,  Lng: -123.116792),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 4,120 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,240 (year 2026),  Design Load: HS 20,  Features Intersected: OAK CREEK,  Facility Carried by Structure: 53RD AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present desirable 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: September 2007

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Structure Number: 19858 135 00028,  Location: 003 MI WEST HWY 99E (Lat: 44.596897,  Lng: -123.119569),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 6.17m (20.24ft),  Average Daily Traffic: 4,120 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,240 (year 2026),  Design Load: HS 20,  Features Intersected: OAK CREEK,  Facility Carried by Structure: 53RD AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19859,  Location: 0.3 MI W ELLSWORTH (Lat: 44.633542,  Lng: -123.112042),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 2,060 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,120 (year 2026),  Design Load: HS 25,  Features Intersected: SANTIAM-ALBANY CANAL,  Facility Carried by Structure: 5TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 5.7m (18.7ft),  Right: 6.1m (20.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20185,  Location: City of Albany (Lat: 44.606367,  Lng: -123.089992),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 1.42m (4.66ft),  Average Daily Traffic: 1,030 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,236 (year 2026),  Design Load: H 20,  Features Intersected: Albany Santiam Canal,  Facility Carried by Structure: Hill St SE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.2m (46.6ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 29.9 metric tons,  Inventory Rating: 18.1 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20188,  Location: City of Albany (Lat: 44.645750,  Lng: -123.055650),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 515 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 876 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: Burkhart Creek,  Facility Carried by Structure: Expo Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22C08 036700319,  Location: 0319MI S ST HWY 99E (Lat: 44.658350,  Lng: -123.062697),  Route carried "on" structure: County highway A0500,  Year Built: 1957,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 7,416 (year 2006),  Truck Traffic: 15%,  Average Future Daily Traffic: 10,094 (year 2026),  Design Load: H 20,  Features Intersected: TRUAX CREEK,  Facility Carried by Structure: OLD SALEM RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.134,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Serious,  Channel: Fair,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  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: 1.70m (5.58ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $179,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $286,000 ( Estimate for 2007),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 43C02,  Location: 9TH AVE AND VINE ST (Lat: 44.630322,  Lng: -123.111111),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 2,575 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,120 (year 2026),  Design Load: H 20,  Features Intersected: SANTIAM-ALBANY CANAL,  Facility Carried by Structure: 9TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 43C06,  Location: 0.25 MI E OF MAIN ST (Lat: 44.637947,  Lng: -123.086494),  Route carried "on" structure: City street ,  Year Built: 1978,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 8,446 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,360 (year 2026),  Design Load: HS 20,  Features Intersected: PERIWINKLE CREEK,  Facility Carried by Structure: SALEM AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 43C08,  Location: 0027 MI W OF ALBANY AVE (Lat: 44.641756,  Lng: -123.068942),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 11,330 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,965 (year 2026),  Design Load: HS 15,  Features Intersected: COX CREEK,  Facility Carried by Structure: SALEM AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Underwater Inspection Date: May 2006,  Bridge Improvement Cost: $151,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $241,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 43C09,  Location: AT BRYANT PARK (Lat: 44.635136,  Lng: -123.112464),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 1974,  Status: Temporarily open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 1,236 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,648 (year 2026),  Design Load: HS 20,  Features Intersected: CALAPOOIA RV,  Facility Carried by Structure: 3RD AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 6.80m (22.31ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: September 2007,  Underwater Inspection Date: August 2005,  Bridge Improvement Cost: $714,000,  Roadway Improvement Cost: $71,000,  Total Project Cost: $1,143,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 43C11 000 00001,  Location: 0.01 MI W HWY 99E (Lat: 44.623917,  Lng: -123.109719),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 8,600 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,600 ,  Design Load: HS 20,  Features Intersected: SANTIAM-ALBANY CANAL,  Facility Carried by Structure: QUEEN AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.016,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: August 2006,  Underwater Inspection Date: June 2005,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 43C13,  Location: 7TH AVE AND VINE ST (Lat: 44.631875,  Lng: -123.111472),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,648 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,175 (year 2026),  Features Intersected: SANTIAM-ALBANY CANAL,  Facility Carried by Structure: 7TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 43C15,  Location: 4TH AVE AND VINE ST (Lat: 44.634228,  Lng: -123.111986),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 515 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 824 (year 2026),  Features Intersected: SANTIAM-ALBANY CANAL,  Facility Carried by Structure: 4TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 5.6m (18.4ft),  Right: 5.6m (18.4ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 43C16,  Location: 11TH AVE AND VINE ST (Lat: 44.628781,  Lng: -123.110764),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,082 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,545 (year 2026),  Features Intersected: SANTIAM-ALBANY CANAL,  Facility Carried by Structure: 11TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 43C17,  Location: 10TH AVE AND VINE ST (Lat: 44.629558,  Lng: -123.110922),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 618 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 876 (year 2026),  Features Intersected: SANTIAM-ALBANY CANAL,  Facility Carried by Structure: 10TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 43C30 000100612,  Location: 002 MI N CR 32 (Lat: 44.619953,  Lng: -123.128492),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 5,356 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,487 (year 2026),  Design Load: HS 20,  Features Intersected: CALAPOOIA RIVER,  Facility Carried by Structure: RIVERSIDE DR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: May 2007,  Underwater Inspection Date: August 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2380 058 0022,  Location: 009 MI S HWY 16 (Lat: 44.632444,  Lng: -123.098967),  Route carried "under" structure: City street ,  Year Built: 1940,  Structure Length: 16.82m (55.18ft),  Average Daily Traffic: 530 (year 2006),  Features Intersected: CITY STREET & UPRR,  Facility Carried by Structure: OR 99E (HWY 058)
Minimum Vertical Clearance: 0.64m (2.10ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 2447 058 00242,  Location: IN ALBANY (Lat: 44.631097,  Lng: -123.102947),  Route carried "under" structure: US 20,  Year Built: 1940,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 11,200 (year 2006),  Truck Traffic: 3%,  Features Intersected: HWY 31 (US 20 ),  Facility Carried by Structure: OR 99E (HWY 058)
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 17.864,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 8221B001 23416,  Location: 001 MI S ALBANY (Lat: 44.643922,  Lng: -123.062358),  Route carried "under" structure: Ramp State highway 99,  Year Built: 1958,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 23,552 (year 2006),  Truck Traffic: 12%,  Features Intersected: OR 99E (HWY 058) EB,  Facility Carried by Structure: I-5 (HWY 001) NB
Minimum Vertical Clearance: 0.44m (1.44ft),  Kilometerpoint: 0.869,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 8221B001 23416,  Location: 001 MI S ALBANY (Lat: 44.643922,  Lng: -123.062358),  Route carried "under" structure: County highway ,  Year Built: 1958,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 28,644 (year 2006),  Features Intersected: OR 99E (HWY 058) EB,  Facility Carried by Structure: I-5 (HWY 001) NB
Minimum Vertical Clearance: 0.44m (1.44ft),  Kilometerpoint: 376.844,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 8221D001 23416,  Location: 001 MI S ALBANY (Lat: 44.643719,  Lng: -123.062742),  Route carried "under" structure: State highway 99,  Year Built: 1958,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 24,259 (year 2006),  Truck Traffic: 12%,  Features Intersected: OR 99E (HWY O58),  Facility Carried by Structure: I-5 (HWY 001) SB
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 0.901,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 8221D001 23416,  Location: 001 MI S ALBANY (Lat: 44.643719,  Lng: -123.062742),  Route carried "under" structure: County highway ,  Year Built: 1958,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 28,644 (year 2006),  Features Intersected: OR 99E (HWY O58),  Facility Carried by Structure: I-5 (HWY 001) SB
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 376.844,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 8221E058 00046,  Location: 003 MI S ALBANY (Lat: 44.644808,  Lng: -123.061336),  Route carried "under" structure: County highway ,  Year Built: 1958,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 28,432 (year 2006),  Truck Traffic: 12%,  Features Intersected: KNOX BUTTE RD (CO.),  Facility Carried by Structure: OR 99E (HWY 058)NB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 8223 016 00106,  Location: IN ALBANY (Lat: 44.630139,  Lng: -123.062094),  Route carried "under" structure: Interstate 5,  Year Built: 1958,  Structure Length: 9.42m (30.91ft),  Average Daily Traffic: 21,855 (year 2006),  Truck Traffic: 19%,  Features Intersected: I-5 (HWY 001),  Facility Carried by Structure: US 20 (HWY 016)
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 375.347,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.7m (74.5ft)

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Structure Number: 8223 016 00106,  Location: IN ALBANY (Lat: 44.630139,  Lng: -123.062094),  Route carried "under" structure: Ramp Interstate 5,  Year Built: 1958,  Structure Length: 9.42m (30.91ft),  Average Daily Traffic: 3,755 (year 2006),  Truck Traffic: 10%,  Features Intersected: I-5 (HWY 001),  Facility Carried by Structure: US 20 (HWY 016)
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 375.589,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.7m (74.5ft)

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Structure Number: 8223 016 00106,  Location: IN ALBANY (Lat: 44.630139,  Lng: -123.062094),  Route carried "under" structure: Ramp Interstate 5,  Year Built: 1958,  Structure Length: 9.42m (30.91ft),  Average Daily Traffic: 3,883 (year 2006),  Features Intersected: I-5 (HWY 001),  Facility Carried by Structure: US 20 (HWY 016)
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 375.331,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.7m (74.5ft)

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Structure Number: 8223 016 00106,  Location: IN ALBANY (Lat: 44.630139,  Lng: -123.062094),  Route carried "under" structure: Interstate 5,  Year Built: 1958,  Structure Length: 9.42m (30.91ft),  Average Daily Traffic: 21,855 (year 2006),  Truck Traffic: 19%,  Features Intersected: I-5 (HWY 001),  Facility Carried by Structure: US 20 (HWY 016)
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 375.347,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.7m (74.5ft)