Bridge Statistics for Ogallala, Nebraska (NE) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: S026 14907,  Location: IN OGALLALA (Lat: 41.118333,  Lng: -101.733333),  Route carried "on" structure: US 26,  Year Built: 1973,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 4,725 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,143 (year 2027),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 239.854,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: 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: November 2007

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Structure Number: S026 15009L,  Location: IN OGALLALA (Lat: 41.120000,  Lng: -101.708333),  Route carried "on" structure: US 26,  Year Built: 1968,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 19.51m (64.01ft),  Average Daily Traffic: 4,353 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,659 (year 2027),  Design Load: HS 20,  Features Intersected: RR ST/UPRR 815-472-A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 241.495,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: S026 15009R,  Location: IN OGALLALA (Lat: 41.120000,  Lng: -101.708333),  Route carried "on" structure: US 26,  Year Built: 1998,  Status: Open,  Structure Length: 18.93m (62.11ft),  Average Daily Traffic: 4,353 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,659 (year 2027),  Design Load: HS 25,  Features Intersected: RRST/UPRR 815-472-A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 241.495,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: S026 15046,  Location: 0S OGALLALA (Lat: 41.116667,  Lng: -102.706667),  Route carried "on" structure: US 26,  Year Built: 1967,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 21.40m (70.21ft),  Average Daily Traffic: 8,690 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,297 (year 2027),  Design Load: HS 20,  Features Intersected: SOUTH PLATTE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 242.090,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: S080 12669,  Location: OGALLALA INTRCHG (Lat: 41.106667,  Lng: -101.706667),  Route carried "on" structure: US 26,  Year Built: 1998,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 8,690 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,297 (year 2027),  Design Load: HS 25,  Features Intersected: I80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 242.525,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.25m (23.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $587,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $645,000,  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: S080 12691,  Location: 1E OGALLALA INTRCHG (Lat: 41.108333,  Lng: -101.705000),  Route carried "on" structure: Interstate 80,  Year Built: 1968,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 15,060 (year 2007),  Truck Traffic: 48%,  Average Future Daily Traffic: 26,355 (year 2027),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 204.198,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: 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: November 2007

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Structure Number: U181524005,  Location: E EDGE OF OGALLALA (Lat: 41.108333,  Lng: -101.705000),  Route carried "on" structure: City street 240,  Year Built: 1961,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,000 (year 1997),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,600 (year 2024),  Features Intersected: STREAM,  Facility Carried by Structure: STAGECOACH TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 36.0 metric tons,  Inventory Rating: 18.0 metric tons,  Structural Evaluation: 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: November 2007

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Structure Number: U1815G382,  Location: JCT US26/US30 1.3E .2S (Lat: 41.121667,  Lng: -101.688333),  Route carried "on" structure: City street G38,  Year Built: 1984,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 20 (year 1997),  Truck Traffic: 10%,  Average Future Daily Traffic: 14 (year 2024),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: WWTP ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: S026 15009L,  Location: IN OGALLALA (Lat: 41.120000,  Lng: -101.708333),  Route carried "under" structure: City street K40,  Year Built: 1968,  Structure Length: 19.51m (64.01ft),  Average Daily Traffic: 100 (year 2007),  Features Intersected: NB-US26/N61,  Facility Carried by Structure: NB-US26/N61
Minimum Vertical Clearance: 4.31m (14.14ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: S026 15009R,  Location: IN OGALLALA (Lat: 41.120000,  Lng: -101.708333),  Route carried "under" structure: City street K40,  Year Built: 1998,  Structure Length: 18.93m (62.11ft),  Average Daily Traffic: 100 (year 2007),  Features Intersected: SB-US26/N61,  Facility Carried by Structure: SB-US26/N61
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: S080 12669,  Location: OGALLALA INTRCHG (Lat: 41.106667,  Lng: -101.706667),  Route carried "under" structure: Interstate 80,  Year Built: 1998,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 15,060 (year 2007),  Features Intersected: US26/N61,  Facility Carried by Structure: US26-N61
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 203.844,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)