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

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Structure Number: P725,  Location: 8.53 KM E OF THORN HOLLOW (Lat: 45.701889,  Lng: -118.355278),  Route carried "on" structure: Federal lands road 600,  Year Built: 1955,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 270 (year 2001),  Truck Traffic: 15%,  Average Future Daily Traffic: 540 (year 2021),  Design Load: H 20,  Features Intersected: MEACHAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.800,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Serious,  Superstructure: Poor,  Substructure: Poor,  Channel: Very good,  Operating Rating: 22.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.2 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: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 4.30m (14.11ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2001,  Critical Feature Inspection Date: October 2001,  Bridge Improvement Cost: $685,000,  Roadway Improvement Cost: $180,000,  Total Project Cost: $924,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: P726,  Location: 9.8KM E OF THORN HLLW RD (Lat: 45.712111,  Lng: -118.343611),  Route carried "on" structure: Federal lands road 600,  Year Built: 1955,  Status: Posted for load,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 270 (year 2001),  Truck Traffic: 15%,  Average Future Daily Traffic: 540 (year 2021),  Design Load: H 20,  Features Intersected: UMATILLA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.300,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 22.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.2 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: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 4.30m (14.11ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2001,  Critical Feature Inspection Date: October 2001,  Bridge Improvement Cost: $856,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,036,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: P73,  Location: 45.70NORTH 118.35WEST (Lat: 45.700000,  Lng: -118.350000),  Route carried "on" structure: Federal lands road 900,  Year Built: 2006,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 261 (year 2005),  Truck Traffic: 29%,  Average Future Daily Traffic: 388 (year 2025),  Design Load: HS 15,  Features Intersected: MEACHAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.700,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.2m (138.5ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 22.5 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 624A002 1826,  Location: IN CITY OF UMATILLA (Lat: 45.915689,  Lng: -119.352419),  Route carried "on" structure: US 730,  Year Built: 1925,  Year Reconstructed: 1950,  Status: Open,  Structure Length: 13.38m (43.90ft),  Average Daily Traffic: 6,500 (year 2006),  Truck Traffic: 23%,  Average Future Daily Traffic: 6,700 (year 2026),  Design Load: H 15,  Features Intersected: UMATILLA RIVER(UMATILLA)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 293.866,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 6,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 24.5 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 13.40m (43.96ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2008,  Underwater Inspection Date: September 2005,  Bridge Improvement Cost: $1,406,000,  Roadway Improvement Cost: $141,000,  Total Project Cost: $2,249,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1628 002 1837,  Location: CITY OF UMATILLA (Lat: 45.918219,  Lng: -119.330019),  Route carried "on" structure: US 730,  Year Built: 1933,  Year Reconstructed: 1993,  Status: Temporarily open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 7,700 (year 2006),  Truck Traffic: 23%,  Average Future Daily Traffic: 9,800 (year 2026),  Design Load: H 15,  Features Intersected: UPRR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 295.636,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2230A070 00039,  Location: WASHINGTON STATE LINE (Lat: 45.930556,  Lng: -119.331667),  Route carried "on" structure: Interstate 82,  Year Built: 1955,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 103.02m (337.99ft),  Average Daily Traffic: 8,250 (year 2006),  Truck Traffic: 33%,  Average Future Daily Traffic: 27,500 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: COLUMBIA RIVER
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.628,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 15,  Length of Maximum Span: 182.9m (600.1ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 51.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 103.00m (337.93ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2007,  Underwater Inspection Date: September 2003,  Bridge Improvement Cost: $10,823,000,  Roadway Improvement Cost: $1,082,000,  Total Project Cost: $17,317,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16437 070 00061,  Location: 0.6 MI. S. COLUMBIA RIVER (Lat: 45.923700,  Lng: -119.324361),  Route carried "on" structure: Interstate 82,  Year Built: 1985,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 8,541 (year 2006),  Truck Traffic: 21%,  Average Future Daily Traffic: 13,314 (year 2026),  Design Load: HS 25,  Features Intersected: THIRD STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.982,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16438 070 00061,  Location: 0.6 S. COLUMBIA RIVER (Lat: 45.924111,  Lng: -119.324897),  Route carried "on" structure: Interstate 82,  Year Built: 1985,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 8,250 (year 2006),  Truck Traffic: 33%,  Average Future Daily Traffic: 27,500 (year 2026),  Design Load: HS 25,  Features Intersected: THIRD STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.982,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16441 070 001,  Location: 1.0 MI. S. WA STATE LINE (Lat: 45.918419,  Lng: -119.321100),  Route carried "on" structure: Interstate 82,  Year Built: 1985,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 5,146 (year 2006),  Truck Traffic: 21%,  Average Future Daily Traffic: 9,972 (year 2026),  Design Load: HS 25,  Features Intersected: HWY 2 (UMATILLA)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16442 070 001,  Location: 1.0 MI. S. WA STATE LINE (Lat: 45.918950,  Lng: -119.321450),  Route carried "on" structure: Interstate 82,  Year Built: 1985,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 4,614 (year 2006),  Truck Traffic: 20%,  Average Future Daily Traffic: 10,450 (year 2026),  Design Load: HS 25,  Features Intersected: HWY 2 (UMATILLA)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

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

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Structure Number: 59C270122500064,  Location: 0.6 MI SE OF HWY 730 (Lat: 45.908031,  Lng: -119.349019),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 1,725 (year 2006),  Truck Traffic: 25%,  Average Future Daily Traffic: 1,092 (year 2026),  Design Load: HS 20,  Features Intersected: W EXT. IRRIGATION CANAL,  Facility Carried by Structure: POWERLINE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.030,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 41.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16441 070 001,  Location: 1.0 MI. S. WA STATE LINE (Lat: 45.918419,  Lng: -119.321100),  Route carried "under" structure: US 730,  Year Built: 1985,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 10,818 (year 2006),  Truck Traffic: 20%,  Features Intersected: HWY 2 (UMATILLA),  Facility Carried by Structure: I-82 (HWY 070) WB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.545,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 16442 070 001,  Location: 1.0 MI. S. WA STATE LINE (Lat: 45.918950,  Lng: -119.321450),  Route carried "under" structure: US 730,  Year Built: 1985,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 9,900 (year 2006),  Truck Traffic: 23%,  Features Intersected: HWY 2 (UMATILLA),  Facility Carried by Structure: I-82 (HWY 070) EB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 296.329,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.1m (111.9ft)