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

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Structure Number: 1254A063000488,  Location: NEVADA AVE. KLAMATH FALLS (Lat: 42.238633,  Lng: -121.805969),  Route carried "on" structure: City street 2346,  Year Built: 1926,  Year Reconstructed: 1987,  Status: Posted for load,  Structure Length: 9.17m (30.09ft),  Average Daily Traffic: 2,885 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,147 (year 2026),  Design Load: HS 25,  Features Intersected: LINK RIVER,  Facility Carried by Structure: LAKESHORE DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.854,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 25.4 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2007,  Underwater Inspection Date: June 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1579 020 00002,  Location: IN KLAMATH FALLS (Lat: 42.219431,  Lng: -121.790311),  Route carried "on" structure: State highway 140,  Year Built: 1931,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 6,700 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,300 (year 2026),  Design Load: H 15,  Features Intersected: LINK RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.032,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 20.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 11.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2007,  Underwater Inspection Date: Febuary 2007,  Bridge Improvement Cost: $640,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $1,025,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3849B020 00125,  Location: 010 MI E OF HWY 4 IN K F (Lat: 42.218150,  Lng: -121.771286),  Route carried "on" structure: State highway 140,  Year Built: 1957,  Year Reconstructed: 1977,  Status: Temporarily open,  Structure Length: 25.48m (83.60ft),  Average Daily Traffic: 20,497 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 22,866 (year 2026),  Design Load: HS 20,  Features Intersected: CITY ST & UPRR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.012,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 12,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 25.50m (83.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $2,677,000,  Roadway Improvement Cost: $268,000,  Total Project Cost: $4,283,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 6742 050Y00499,  Location: 019 MI S HWY 4 JCT (Lat: 42.231981,  Lng: -121.774511),  Route carried "on" structure: City street ,  Year Built: 1949,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 5,519 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,047 (year 2026),  Design Load: H 15,  Features Intersected: USRS CANAL,  Facility Carried by Structure: ESPLANADE STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.031,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 37.2 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 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: Latex Concrete

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Structure Number: 8343 050X00667,  Location: 0002 MI S HWY 04 JCT (Lat: 42.251161,  Lng: -121.794469),  Route carried "on" structure: State highway 39,  Year Built: 1962,  Status: Open,  Structure Length: 9.20m (30.18ft),  Average Daily Traffic: 3,500 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 200 (year 2026),  Design Load: HS 20,  Features Intersected: US 97 (HWY 004) NB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.734,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: 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: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.20m (30.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $967,000,  Roadway Improvement Cost: $97,000,  Total Project Cost: $1,547,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8344 004 27362,  Location: 010 MI S HWY 50 JCT (Lat: 42.239031,  Lng: -121.796450),  Route carried "on" structure: US 97,  Year Built: 1959,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 7,300 (year 2006),  Truck Traffic: 23%,  Average Future Daily Traffic: 9,900 (year 2026),  Design Load: HS 20,  Features Intersected: NEVADA AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 440.349,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 21.4 metric tons,  Inventory Rating: 16.5 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.10m (16.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Bridge Improvement Cost: $532,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $850,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8345 004 27371,  Location: 011 MI S HWY 50 JCT (Lat: 42.237792,  Lng: -121.796733),  Route carried "on" structure: US 97,  Year Built: 1959,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 7,300 (year 2006),  Truck Traffic: 23%,  Average Future Daily Traffic: 9,900 (year 2026),  Design Load: HS 20,  Features Intersected: USBR CANAL
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 440.494,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  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: 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: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8347 004 27506,  Location: 001 E HWY 20 JCT (Lat: 42.219631,  Lng: -121.789800),  Route carried "on" structure: US 97,  Year Built: 1963,  Status: Open,  Structure Length: 30.69m (100.69ft),  Average Daily Traffic: 7,300 (year 2006),  Truck Traffic: 23%,  Average Future Daily Traffic: 9,900 (year 2026),  Design Load: HS 20,  Features Intersected: HWY 20 & LINK RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 442.618,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 12,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  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,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 30.70m (100.72ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 12 months,  Inspection Date: August 2006,  Critical Feature Inspection Date: Febuary 2007,  Underwater Inspection Date: August 2006,  Bridge Improvement Cost: $3,225,000,  Roadway Improvement Cost: $322,000,  Total Project Cost: $5,159,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8347A004 27544,  Location: 004 MI S HWY 20 JCT (Lat: 42.218889,  Lng: -121.789272),  Route carried "on" structure: Business US 97,  Year Built: 1967,  Status: Open,  Structure Length: 16.00m (52.49ft),  Average Daily Traffic: 5,517 (year 2006),  Truck Traffic: 30%,  Average Future Daily Traffic: 16,550 (year 2026),  Design Load: HS 20,  Features Intersected: LINK RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 443.181,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  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 replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 16.00m (52.49ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2007,  Underwater Inspection Date: August 2007,  Bridge Improvement Cost: $1,681,000,  Roadway Improvement Cost: $168,000,  Total Project Cost: $2,690,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 8347R020X00011,  Location: HWY 4 RAMP TO HWY 20 (Lat: 42.218836,  Lng: -121.789981),  Route carried "on" structure: Ramp US 97,  Year Built: 1963,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 3,501 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,304 (year 2026),  Design Load: HS 20,  Features Intersected: PEDESTRIAN,  Facility Carried by Structure: OR 39 (HWY 020)CON
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.113,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very 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,  Approach Roadway Alignment: Equal to present minimum 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: 8352 004 27299,  Location: 004 MI S HWY 50 JCT (Lat: 42.248078,  Lng: -121.794800),  Route carried "on" structure: US 97,  Year Built: 1959,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 6,900 (year 2006),  Truck Traffic: 23%,  Average Future Daily Traffic: 9,000 (year 2026),  Design Load: HS 20,  Features Intersected: UPRR & PELICAN CITY RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 439.335,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: 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,  Underclear: Somewhat better than minimum adequacy,  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: Latex Concrete

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Structure Number: 8510 004C27368,  Location: 011 MI S JCT WITH HWY 50 (Lat: 42.238153,  Lng: -121.797622),  Route carried "on" structure: Ramp US 97,  Year Built: 1959,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 3,183 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,244 (year 2026),  Design Load: HS 20,  Features Intersected: US GOVT CANAL,  Facility Carried by Structure: ON RAMP TO HWY 4
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 440.445,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 9079 875 00002,  Location: 0002 MI S OF ALAMEDA BYPS (Lat: 42.224617,  Lng: -121.757275),  Route carried "on" structure: City street 2269,  Year Built: 1963,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 7,212 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,933 (year 2026),  Design Load: HS 20,  Features Intersected: A CANAL,  Facility Carried by Structure: WASHBURN WAY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.5 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: Better than present minimum 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

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Structure Number: 9461 000 00055,  Location: 00.6 MI E OF ESPLANADE (Lat: 42.228408,  Lng: -121.766664),  Route carried "on" structure: City street 2322,  Year Built: 1970,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 7,212 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,933 (year 2026),  Design Load: HS 20,  Features Intersected: A CANAL,  Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.885,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16301 000 00014,  Location: 00.1 MI N OF NINTH ST (Lat: 42.230000,  Lng: -121.781300),  Route carried "on" structure: City street 2301,  Year Built: 1978,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 4,808 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,212 (year 2026),  Design Load: HS 20,  Features Intersected: A CANAL,  Facility Carried by Structure: WASHINGTON ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present 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

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Structure Number: 17446 424 00291,  Location: S.CITY LIMITS,K.FALLS (Lat: 42.173806,  Lng: -121.757222),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 6,578 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,774 (year 2026),  Design Load: HS 25,  Features Intersected: OR 140 (HWY 424),  Facility Carried by Structure: WASHBURN WAY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.683,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.3m (174.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 68.0 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 18949 837 0002,  Location: 00.2 MI W OF ALAMEDA BYPA (Lat: 42.217861,  Lng: -121.751631),  Route carried "on" structure: Alternate City street C0705,  Year Built: 2003,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 1,332 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,748 (year 2026),  Design Load: HS 25,  Features Intersected: A CANAL,  Facility Carried by Structure: EBERLEIN RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19025,  Location: 0.1 M W OF ESPLANADE AV (Lat: 42.229839,  Lng: -121.777350),  Route carried "on" structure: Business City street C0000,  Year Built: 2003,  Status: Open,  Structure Length: 2.70m (8.86ft),  Average Daily Traffic: 586 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 645 (year 2026),  Design Load: HS 25,  Features Intersected: A CANAL,  Facility Carried by Structure: WALL ST. BRIDGE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.0m (88.6ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19068 830 0017,  Location: 017 MI S OF 6TH ST (Lat: 42.191811,  Lng: -121.722781),  Route carried "on" structure: County highway 2237,  Year Built: 2003,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 8,804 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,370 (year 2026),  Design Load: HS 25,  Features Intersected: A CANAL,  Facility Carried by Structure: HOMEDALE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.736,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.0m (52.5ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.5m (57.4ft)

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

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Structure Number: 19940 004 27473,  Location: 003 MI N HWY 20 JCT (Lat: 42.223908,  Lng: -121.792525),  Route carried "on" structure: US 97,  Year Built: 2004,  Status: Open,  Structure Length: 15.24m (50.00ft),  Average Daily Traffic: 7,300 (year 2006),  Truck Traffic: 23%,  Average Future Daily Traffic: 9,900 (year 2026),  Design Load: HS 25,  Features Intersected: CALIFORNIA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 442.135,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 64.0m (210.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19941 004 27574,  Location: 007 MI S HWY 20 JCT (Lat: 42.210175,  Lng: -121.786775),  Route carried "on" structure: US 97,  Year Built: 2005,  Status: Open,  Structure Length: 15.34m (50.33ft),  Average Daily Traffic: 9,230 (year 2006),  Truck Traffic: 36%,  Average Future Daily Traffic: 12,094 (year 2026),  Design Load: HS 25,  Features Intersected: OLD ALIGN & BNSF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 443.761,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 41.0m (134.5ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 35B001,  Location: 004 EAST OF KLAMATH LAKE (Lat: 42.249672,  Lng: -121.808822),  Route carried "on" structure: County highway C0000,  Year Built: 1982,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 481 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 530 (year 2026),  Design Load: HS 20,  Features Intersected: HARBOR ISLE G C ACCESS,  Facility Carried by Structure: HARBOR ISLES BLVD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35B05 000000059,  Location: 006 MI N OF OREGON AVE (Lat: 42.247056,  Lng: -121.791589),  Route carried "on" structure: County highway 2349,  Year Built: 2000,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 1,022 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,130 (year 2026),  Design Load: HS 25,  Features Intersected: UPRR,  Facility Carried by Structure: BIEHN STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.950,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 58.5m (191.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 68.0 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 35C18408700009,  Location: 40 FT W OF ALAMEDA BYP (Lat: 42.213850,  Lng: -121.745264),  Route carried "on" structure: County highway C0870,  Year Built: 1979,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 14,424 (year 2006),  Truck Traffic: 20%,  Average Future Daily Traffic: 15,626 (year 2026),  Design Load: HS 20,  Features Intersected: A CANAL,  Facility Carried by Structure: SHASTA WAY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.448,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 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 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 62002 000 00082,  Location: 0083MI NORTH JCT HWY 20 (Lat: 42.230300,  Lng: -121.782397),  Route carried "on" structure: City street 2293,  Year Built: 1938,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 4,511 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 3,667 (year 2026),  Design Load: H 15,  Features Intersected: A CANAL,  Facility Carried by Structure: ELEVEN TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.320,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 6,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.80m (28.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Bridge Improvement Cost: $922,000,  Roadway Improvement Cost: $92,000,  Total Project Cost: $1,476,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3849B020 00125,  Location: 010 MI E OF HWY 4 IN K F (Lat: 42.218150,  Lng: -121.771286),  Route carried "under" structure: Business City street ,  Year Built: 1957,  Structure Length: 25.48m (83.60ft),  Average Daily Traffic: 424 (year 2006),  Features Intersected: CITY ST & UPRR,  Facility Carried by Structure: OR 140 (HWY 020)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 8343 050X00667,  Location: 0002 MI S HWY 04 JCT (Lat: 42.251161,  Lng: -121.794469),  Route carried "under" structure: US 97,  Year Built: 1962,  Structure Length: 9.20m (30.18ft),  Average Daily Traffic: 3,130 (year 2006),  Features Intersected: US 97 (HWY 004) NB,  Facility Carried by Structure: OR 39 (HWY 050) SB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.734,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 8344 004 27362,  Location: 010 MI S HWY 50 JCT (Lat: 42.239031,  Lng: -121.796450),  Route carried "under" structure: US 97,  Year Built: 1959,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 4,774 (year 2006),  Features Intersected: NEVADA AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 440.349,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 8347 004 27506,  Location: 001 E HWY 20 JCT (Lat: 42.219631,  Lng: -121.789800),  Route carried "under" structure: State highway 140,  Year Built: 1963,  Structure Length: 30.69m (100.69ft),  Average Daily Traffic: 12,020 (year 2006),  Features Intersected: HWY 20 & LINK RIVER,  Facility Carried by Structure: US 97 (HWY 004)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 442.618,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 17446 424 00291,  Location: S.CITY LIMITS,K.FALLS (Lat: 42.173806,  Lng: -121.757222),  Route carried "under" structure: State highway 140,  Year Built: 1998,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 9,500 (year 2006),  Truck Traffic: 12%,  Features Intersected: OR 140 (HWY 424),  Facility Carried by Structure: WASHBURN WAY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.683,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 53.3m (174.9ft)

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Structure Number: 19940 004 27473,  Location: 003 MI N HWY 20 JCT (Lat: 42.223908,  Lng: -121.792525),  Route carried "under" structure: City street ,  Year Built: 2004,  Structure Length: 15.24m (50.00ft),  Average Daily Traffic: 955 (year 2006),  Truck Traffic: 2%,  Features Intersected: CALIFORNIA AVE,  Facility Carried by Structure: US 97 (HWY 004)
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 64.0m (210.0ft)