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

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Structure Number: 109 292 0202,  Location: 011 MI E THE DALLES (Lat: 45.598919,  Lng: -121.140069),  Route carried "on" structure: State highway ,  Year Built: 1947,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 7,108 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,760 (year 2026),  Design Load: HS 20,  Features Intersected: THREE MILE CREEK,  Facility Carried by Structure: HWY 292
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 32.525,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.3m (20.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006

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Structure Number: 463 365 00103,  Location: CITY OF THE DALLES (Lat: 45.603681,  Lng: -121.200639),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 1,515 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,367 (year 2026),  Design Load: HS 25,  Features Intersected: MILL CREEK,  Facility Carried by Structure: W 9TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.658,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: August 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: 464 000000059,  Location: CITY OF THE DALLES (Lat: 45.603108,  Lng: -121.193458),  Route carried "on" structure: City street ,  Year Built: 1920,  Year Reconstructed: 2001,  Status: Posted for load,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 13,987 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 21,863 (year 2026),  Design Load: HS 20,  Features Intersected: MILL CREEK,  Facility Carried by Structure: W 6TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.950,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 23.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  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: 6635 004 00077,  Location: 008 MI S ORE WASH BOARDER (Lat: 45.600681,  Lng: -121.138981),  Route carried "on" structure: US 197,  Year Built: 1954,  Status: Open,  Structure Length: 16.86m (55.31ft),  Average Daily Traffic: 5,000 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,800 (year 2026),  Design Load: HS 20,  Features Intersected: UPRR & FRONTAGE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.223,  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: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 16.90m (55.45ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Critical Feature Inspection Date: May 2006,  Bridge Improvement Cost: $1,771,000,  Roadway Improvement Cost: $177,000,  Total Project Cost: $2,833,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8276 002 08262,  Location: IN THE DALLES (Lat: 45.623050,  Lng: -121.212986),  Route carried "on" structure: Interstate 84,  Year Built: 1957,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 20,100 (year 2006),  Truck Traffic: 26%,  Average Future Daily Traffic: 30,000 (year 2026),  Design Load: HS 20,  Features Intersected: HOSTELLER WAY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 132.964,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.40m (14.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $461,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $738,000 ( 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: 8526 004 00064,  Location: 006 MI S ORE WASH BOARDER (Lat: 45.602786,  Lng: -121.138486),  Route carried "on" structure: US 197,  Year Built: 1964,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 5,000 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,800 (year 2026),  Design Load: HS 20,  Features Intersected: HWY 002
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.030,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Very good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.40m (21.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $764,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $1,223,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8603 002 08428,  Location: IN THE DALLES (Lat: 45.606583,  Lng: -121.191808),  Route carried "on" structure: Interstate 84,  Year Built: 1964,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 10,650 (year 2006),  Truck Traffic: 26%,  Average Future Daily Traffic: 15,850 (year 2026),  Design Load: HS 20,  Features Intersected: UPRR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 135.636,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8603W002 08428,  Location: IN THE DALLES (Lat: 45.606750,  Lng: -121.192028),  Route carried "on" structure: Interstate 84,  Year Built: 1964,  Status: Open,  Structure Length: 9.42m (30.91ft),  Average Daily Traffic: 10,821 (year 2006),  Truck Traffic: 26%,  Average Future Daily Traffic: 15,011 (year 2026),  Design Load: HS 20,  Features Intersected: UPRR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 135.636,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8775 002 08415,  Location: IN THE DALLES (Lat: 45.606964,  Lng: -121.194736),  Route carried "on" structure: Interstate 84,  Year Built: 1964,  Status: Open,  Structure Length: 13.84m (45.41ft),  Average Daily Traffic: 21,300 (year 2006),  Truck Traffic: 26%,  Average Future Daily Traffic: 31,700 (year 2026),  Design Load: HS 20,  Features Intersected: HWY 292 O-XING
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 135.426,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 5,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Critical Feature Inspection Date: June 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8776 002 08745,  Location: 017 MI E THE DALLES (Lat: 45.605531,  Lng: -121.130331),  Route carried "on" structure: Interstate 84,  Year Built: 1964,  Status: Open,  Structure Length: 19.51m (64.01ft),  Average Daily Traffic: 15,700 (year 2006),  Truck Traffic: 25%,  Average Future Daily Traffic: 24,200 (year 2026),  Design Load: HS 20,  Features Intersected: UPRR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 140.737,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 7,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 20.4m (66.9ft)

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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Critical Feature Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8804 002C08562,  Location: IN THE DALLES (Lat: 45.597406,  Lng: -121.169444),  Route carried "on" structure: State highway ,  Year Built: 1964,  Status: Open,  Structure Length: 18.62m (61.09ft),  Average Daily Traffic: 5,941 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,426 (year 2026),  Design Load: HS 20,  Features Intersected: UPRR & HWY 292 FR,  Facility Carried by Structure: BREWERY GRADE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 137.824,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 9,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8805 002C08551,  Location: IN THE DALLES (Lat: 45.599664,  Lng: -121.169056),  Route carried "on" structure: Interstate 84,  Year Built: 1964,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 3,183 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,774 (year 2026),  Design Load: HS 20,  Features Intersected: I-84 (HWY 002),  Facility Carried by Structure: BREWERY GRADE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 137.615,  Lanes on structure: 2,  Lanes under structure: 4,  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: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.50m (18.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $664,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $1,062,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16010 000 0032,  Location: CITY OF THE DALLES (Lat: 45.602683,  Lng: -121.200408),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 7,165 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,536 (year 2026),  Design Load: HS 20,  Features Intersected: MILL CREEK,  Facility Carried by Structure: W 10TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.8 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 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: Monolithic Concrete

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Structure Number: 18153 002 08213,  Location: WEST THE DALLES (Lat: 45.630900,  Lng: -121.213097),  Route carried "on" structure: Ramp US 84,  Year Built: 1997,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 530 (year 2006),  Truck Traffic: 30%,  Average Future Daily Traffic: 1,061 (year 2026),  Design Load: HS 25,  Features Intersected: I-84 (HWY 002),  Facility Carried by Structure: RIVER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 132.079,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 55.5m (182.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 23.0m (75.5ft),  Out-to-Out Width: 25.5m (83.7ft)

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: Superior 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 18154 002 08208,  Location: WEST DALLES @ CHEN INTER (Lat: 45.630231,  Lng: -121.213411),  Route carried "on" structure: Ramp US 84,  Year Built: 1998,  Status: Open,  Structure Length: 3.22m (10.56ft),  Average Daily Traffic: 539 (year 2006),  Truck Traffic: 30%,  Average Future Daily Traffic: 757 (year 2026),  Design Load: HS 25,  Features Intersected: UPRR,  Facility Carried by Structure: RIVER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 132.159,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 25.3m (83.0ft)

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

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Structure Number: 19156 002 08478,  Location: IN THE DALLES (Lat: 45.603906,  Lng: -121.182817),  Route carried "on" structure: Interstate 84,  Year Built: 2003,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 21,300 (year 2006),  Truck Traffic: 26%,  Average Future Daily Traffic: 31,700 (year 2026),  Design Load: HS 25,  Features Intersected: UNION STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 136.440,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.4m (70.2ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 19745 002 08368,  Location: IN THE DALLES (Lat: 45.609658,  Lng: -121.203061),  Route carried "on" structure: Interstate 84,  Year Built: 2005,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 20,100 (year 2006),  Truck Traffic: 26%,  Average Future Daily Traffic: 32,500 (year 2026),  Design Load: HS 25,  Features Intersected: US 30 (HWY 292)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 134.654,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.7m (97.4ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.0m (65.6ft),  Curb-To-Curb Width: 29.7m (97.4ft),  Out-to-Out Width: 30.6m (100.4ft)

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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 19983 000 001,  Location: 0.5 MI. S ON MILL CRK RD. (Lat: 45.544064,  Lng: -121.311769),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 10 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 11 (year 2026),  Design Load: HS 25,  Features Intersected: S FORK MILL CR,  Facility Carried by Structure: RESERVOIR RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.609,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: August 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 8276 002 08262,  Location: IN THE DALLES (Lat: 45.623050,  Lng: -121.212986),  Route carried "under" structure: US 84,  Year Built: 1957,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 1,008 (year 2006),  Truck Traffic: 5%,  Features Intersected: HOSTELLER WAY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 132.964,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 8526 004 00064,  Location: 006 MI S ORE WASH BOARDER (Lat: 45.602786,  Lng: -121.138486),  Route carried "under" structure: Interstate 80,  Year Built: 1964,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 15,700 (year 2006),  Truck Traffic: 25%,  Features Intersected: HWY 002,  Facility Carried by Structure: US 197 (HWY 004)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 140.029,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 8775 002 08415,  Location: IN THE DALLES (Lat: 45.606964,  Lng: -121.194736),  Route carried "under" structure: State highway 292,  Year Built: 1964,  Structure Length: 13.84m (45.41ft),  Average Daily Traffic: 7,108 (year 2006),  Truck Traffic: 2%,  Features Intersected: HWY 292 O-XING,  Facility Carried by Structure: I-84 (HWY 002)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 135.426,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 8804 002C08562,  Location: IN THE DALLES (Lat: 45.597406,  Lng: -121.169444),  Route carried "under" structure: State highway 292,  Year Built: 1964,  Structure Length: 18.62m (61.09ft),  Average Daily Traffic: 8,699 (year 2006),  Truck Traffic: 5%,  Features Intersected: UPRR & HWY 292 FR,  Facility Carried by Structure: BREWERY GRADE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 137.824,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 8805 002C08551,  Location: IN THE DALLES (Lat: 45.599664,  Lng: -121.169056),  Route carried "under" structure: Interstate 84,  Year Built: 1964,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 20,369 (year 2006),  Truck Traffic: 31%,  Features Intersected: I-84 (HWY 002),  Facility Carried by Structure: BREWERY GRADE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 137.615,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)