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

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Structure Number: 1 000 00005,  Location: 0005 M SOUTH OF MAIN ST (Lat: 44.044953,  Lng: -123.023314),  Route carried "on" structure: City street U1035,  Year Built: 1914,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 3,365 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,906 (year 2026),  Design Load: H 15,  Features Intersected: MILL RACE CANAL,  Facility Carried by Structure: SOUTH 2ND STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3 000 001,  Location: 0100 M NORTH OF MAIN ST (Lat: 44.060989,  Lng: -123.015550),  Route carried "on" structure: City street C0000,  Year Built: 1971,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 106 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 106 (year 2024),  Design Load: HS 20,  Features Intersected: SCS CANAL,  Facility Carried by Structure: NORTH 8TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: Private,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Serious,  Channel: Good,  Operating Rating: 44.5 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: High priority of corrective action,  Deck Geometry: Meets minimum limits,  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: July 2006,  Bridge Improvement Cost: $183,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $292,000 ( Estimate for 2007),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4 000 0001,  Location: 001 MI S OF 5TH/SOUTH A (Lat: 44.044467,  Lng: -123.020303),  Route carried "on" structure: City street C0000,  Year Built: 1936,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 452 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 665 (year 2026),  Design Load: HS 15,  Features Intersected: MILL RACE CANAL,  Facility Carried by Structure: BOOTH KELLY/SO.5TH
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1223 015 00133,  Location: SPRINGFIELD W C LMTS (Lat: 44.045414,  Lng: -123.027731),  Route carried "on" structure: State highway 126,  Year Built: 1929,  Status: Open,  Structure Length: 33.38m (109.51ft),  Average Daily Traffic: 5,850 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,500 (year 2026),  Design Load: H 15,  Features Intersected: WILLAMETTE RIVER
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 2.140,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 11,  Length of Maximum Span: 60.4m (198.2ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 33.40m (109.58ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2006,  Critical Feature Inspection Date: April 2006,  Underwater Inspection Date: June 2007,  Bridge Improvement Cost: $3,506,000,  Roadway Improvement Cost: $351,000,  Total Project Cost: $5,610,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 16329181800043,  Location: 002 MI N GLENWOOD I5 INT (Lat: 44.038911,  Lng: -123.042792),  Route carried "on" structure: County highway U1185,  Year Built: 1978,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 7,426 (year 2006),  Truck Traffic: 30%,  Average Future Daily Traffic: 10,609 (year 2026),  Design Load: HS 20,  Features Intersected: UNION PACIFIC R/R,  Facility Carried by Structure: GLENWOOD BLVD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8051 015 00134,  Location: SPRINGFIELD W C LMTS (Lat: 44.045125,  Lng: -123.027303),  Route carried "on" structure: Business State highway 126,  Year Built: 1957,  Status: Open,  Structure Length: 23.35m (76.61ft),  Average Daily Traffic: 7,828 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,206 (year 2026),  Design Load: H 20,  Features Intersected: WILLAMETTE RIVER (EB)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.157,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 61.0m (200.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  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: 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,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: March 2006,  Critical Feature Inspection Date: March 2006,  Underwater Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8689F227 00365,  Location: 00.2 MI E HWY 001 JCT (Lat: 44.063681,  Lng: -123.046164),  Route carried "on" structure: State highway 126,  Year Built: 1961,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 32,782 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 43,600 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: OXING HWY 227 CONN 3
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.874,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  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-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8844 227 00469,  Location: 01.2 MI E HWY 001 JCT (Lat: 44.061144,  Lng: -123.025647),  Route carried "on" structure: State highway 126,  Year Built: 1964,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 58,800 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 76,000 (year 2026),  Design Load: HS 20,  Features Intersected: HWY 228 CONS 1 & 2
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.548,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 29.5 metric tons,  Inventory Rating: 22.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.10m (29.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $2,094,000,  Roadway Improvement Cost: $209,000,  Total Project Cost: $3,351,000 ( 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: 9066E227 00671,  Location: 03.2 MI E HWY 001 JCT (Lat: 44.062017,  Lng: -122.985364),  Route carried "on" structure: State highway 126,  Year Built: 1965,  Status: Open,  Structure Length: 7.40m (24.28ft),  Average Daily Traffic: 22,550 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 36,400 (year 2026),  Design Load: H 20,  Features Intersected: 28 TH ST & UPRR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.799,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.1m (62.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 29.9 metric tons,  Inventory Rating: 18.1 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 9066W227 00671,  Location: 03.2 MI E HWY 001 JCT (Lat: 44.062175,  Lng: -122.985278),  Route carried "on" structure: State highway 126,  Year Built: 1965,  Status: Open,  Structure Length: 7.58m (24.87ft),  Average Daily Traffic: 22,860 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,117 (year 2026),  Design Load: H 20,  Features Intersected: 28 TH ST & UPRR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.799,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.1m (62.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 29.9 metric tons,  Inventory Rating: 18.1 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 9067E227 00752,  Location: 04.0 MI E HWY 001 JCT (Lat: 44.059642,  Lng: -122.969283),  Route carried "on" structure: State highway 126,  Year Built: 1966,  Status: Open,  Structure Length: 13.50m (44.29ft),  Average Daily Traffic: 15,550 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 31,750 (year 2026),  Design Load: HS 20,  Features Intersected: 42ND STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.102,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 9067W227 00752,  Location: 04.0 MI E HWY 001 JCT (Lat: 44.059847,  Lng: -122.969442),  Route carried "on" structure: State highway 126,  Year Built: 1966,  Status: Open,  Structure Length: 13.50m (44.29ft),  Average Daily Traffic: 15,759 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,140 (year 2026),  Design Load: HS 20,  Features Intersected: 42ND STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.102,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 9193A228 00037,  Location: IN SPRINGFIELD (Lat: 44.060342,  Lng: -123.025092),  Route carried "on" structure: State highway ,  Year Built: 1964,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 10,600 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,987 (year 2026),  Design Load: HS 20,  Features Intersected: FLOODWAY DITCH,  Facility Carried by Structure: HWY 228 NB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 39.5 metric tons,  Inventory Rating: 30.5 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9193B228 00037,  Location: IN SPRINGFIELD (Lat: 44.060328,  Lng: -123.025556),  Route carried "on" structure: State highway ,  Year Built: 1964,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 5,623 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,948 (year 2026),  Design Load: HS 20,  Features Intersected: FLOODWAY DITCH,  Facility Carried by Structure: HWY 228 SB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 31.1 metric tons,  Inventory Rating: 24.0 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9208 227 005,  Location: 01.5 MI E HWY 001 JCT (Lat: 44.061153,  Lng: -123.019397),  Route carried "on" structure: State highway 126,  Year Built: 1964,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 58,800 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 76,000 (year 2026),  Design Load: H 20,  Features Intersected: 5TH ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.047,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 22.7m (74.5ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 18.8 metric tons,  Inventory Rating: 14.6 metric tons,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $480,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $769,000 ( 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: 9563E227 0082,  Location: 04.7 MI E HWY 001 JCT (Lat: 44.059592,  Lng: -122.956264),  Route carried "on" structure: State highway 126,  Year Built: 1966,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 15,550 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 31,750 (year 2026),  Design Load: HS 20,  Features Intersected: EB MCKENZIE OFLOW
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.197,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 9563W227 0082,  Location: 04.7 MI E HWY 001 JCT (Lat: 44.059833,  Lng: -122.956164),  Route carried "on" structure: State highway 126,  Year Built: 1966,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 15,647 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 21,984 (year 2026),  Design Load: HS 20,  Features Intersected: WB MCKENZIE OFLOW
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.197,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 9596 227C00623,  Location: 02.6 MI E HWY 001 JCT (Lat: 44.062161,  Lng: -122.997628),  Route carried "on" structure: Ramp City street 227,  Year Built: 1966,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 16,974 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 23,340 (year 2026),  Design Load: HS 20,  Features Intersected: OR 126 (HWY 227),  Facility Carried by Structure: MOHAWK BLVD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.026,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 26.8m (87.9ft)

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: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 184,  Location: 001 MI S OF 5TH/SO A INT (Lat: 44.044258,  Lng: -123.019408),  Route carried "on" structure: Business City street ,  Year Built: 1950,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 222 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 266 (year 2026),  Design Load: HS 20,  Features Intersected: MILL RACE CANAL,  Facility Carried by Structure: BOOTH KELLY LOT
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 68.0m (223.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 67.9m (222.8ft),  Out-to-Out Width: 67.9m (222.8ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.7 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,  Inspection Date: August 2006

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Structure Number: 19641,  Location: 0.11 MI S OF OR 126 BUS (Lat: 44.043953,  Lng: -123.017256),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 412 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 618 (year 2026),  Features Intersected: MILL RACE CANAL,  Facility Carried by Structure: 7TH ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  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: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20061 001 19578,  Location: 028 MI N OF EUGENE NCL (Lat: 44.088753,  Lng: -123.045950),  Route carried "on" structure: Interstate 5,  Year Built: 2008,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 22,550 (year 2006),  Truck Traffic: 23%,  Average Future Daily Traffic: 31,600 (year 2026),  Design Load: HS 25,  Features Intersected: GAME FARM RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 315.077,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.8m (68.2ft),  Skew: 7 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 68.9m (226.0ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.0 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8689F227 00365,  Location: 00.2 MI E HWY 001 JCT (Lat: 44.063681,  Lng: -123.046164),  Route carried "under" structure: Ramp Interstate 105,  Year Built: 1961,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 10,609 (year 2006),  Features Intersected: OXING HWY 227 CONN 3,  Facility Carried by Structure: OR 126 (HWY 227)WB
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 5.874,  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: 8844 227 00469,  Location: 01.2 MI E HWY 001 JCT (Lat: 44.061144,  Lng: -123.025647),  Route carried "under" structure: State highway 228,  Year Built: 1964,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 8,414 (year 2006),  Features Intersected: HWY 228 CONS 1 & 2,  Facility Carried by Structure: OR 126 (HWY 227)
Minimum Vertical Clearance: 6.91m (22.67ft),  Kilometerpoint: 0.209,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 9596 227C00623,  Location: 02.6 MI E HWY 001 JCT (Lat: 44.062161,  Lng: -122.997628),  Route carried "under" structure: State highway 126,  Year Built: 1966,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 45,100 (year 2006),  Truck Traffic: 7%,  Features Intersected: OR 126 (HWY 227),  Facility Carried by Structure: MOHAWK BLVD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 10.026,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)