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

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Structure Number: S006 3624,  Location: W DODGE @ 138TH STOMAHA (Lat: 41.263100,  Lng: -96.129700),  Route carried "on" structure: US 6,  Year Built: 1991,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 104,955 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 183,671 (year 2038),  Features Intersected: 137TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.322,  Lanes on structure: 6,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.4m (103.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 32.7m (107.3ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 82.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: March 2022,  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: S006 36293,  Location: 132ND ST @ W DODGE ST (Lat: 41.263100,  Lng: -96.119700),  Route carried "on" structure: City street 5003,  Year Built: 1991,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 27,630 (year 2010),  Average Future Daily Traffic: 23,300 (year 2028),  Design Load: HS 20,  Features Intersected: US6/WEST DODGE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.969,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 70.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  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: S006 36428A,  Location: WEST DODGE RD OMAHA (Lat: 41.263000,  Lng: -96.093800),  Route carried "on" structure: US 6,  Year Built: 2004,  Status: Open,  Structure Length: 164.65m (540.19ft),  Average Daily Traffic: 93,895 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 159,622 (year 2038),  Features Intersected: CITY STREET'S,  Facility Carried by Structure: EB EXPRESSWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.625,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 39,  Length of Maximum Span: 60.4m (198.2ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 69.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: S006 36428B,  Location: WEST DODGE RD OMAHA (Lat: 41.263300,  Lng: -96.093800),  Route carried "on" structure: US 6,  Year Built: 2004,  Status: Open,  Structure Length: 158.98m (521.59ft),  Average Daily Traffic: 93,895 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 159,622 (year 2038),  Features Intersected: CITY STREET'S,  Facility Carried by Structure: WB EXPRESWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.625,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 40,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 158.80m (521.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: S006 36466A,  Location: WEST DODGE EXPRESSWAY (Lat: 41.263000,  Lng: -96.085900),  Route carried "on" structure: Ramp US 6,  Year Built: 2004,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 93,895 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 159,622 (year 2038),  Features Intersected: BIG PAPILLION CREEK,  Facility Carried by Structure: RAMP 30 OVER PAPIO
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 58.686,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.5m (146.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  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: S006 36484,  Location: 108TH & DODGE INTRCHG (Lat: 41.263200,  Lng: -96.082500),  Route carried "on" structure: US 6,  Year Built: 1973,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 93,895 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 159,622 (year 2038),  Features Intersected: 108TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.715,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.4m (139.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 36.8m (120.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: March 2020,  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: S006 36484A,  Location: 108TH & DODGE BRG#9 (Lat: 41.262900,  Lng: -96.082500),  Route carried "on" structure: US 6,  Year Built: 2005,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 93,895 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 159,622 (year 2038),  Features Intersected: 108TH ST,  Facility Carried by Structure: EB BRG OVR 108TH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.715,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  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: S006 36484B,  Location: 108TH & DODGE (Lat: 41.263800,  Lng: -96.082500),  Route carried "on" structure: US 6,  Year Built: 2005,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 93,895 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 159,622 (year 2038),  Features Intersected: 108TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.715,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 75.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  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: S006 36484C,  Location: 108TH & DODGE (Lat: 41.263700,  Lng: -96.082200),  Route carried "on" structure: US 6,  Year Built: 2005,  Status: Open,  Structure Length: 12.25m (40.19ft),  Average Daily Traffic: 93,895 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 159,622 (year 2038),  Features Intersected: 108TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.715,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  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: S006 36484D,  Location: 108TH & DODGE (Lat: 41.263600,  Lng: -96.082500),  Route carried "on" structure: Ramp US 6,  Year Built: 2005,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 93,895 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 159,622 (year 2038),  Features Intersected: 108TH ST,  Facility Carried by Structure: RMP 40 BRG#7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.715,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 67.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  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: S006 36561,  Location: 99TH @ DODGE ST (Lat: 41.263300,  Lng: -96.068200),  Route carried "on" structure: US 6,  Year Built: 1965,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 76,150 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 129,455 (year 2038),  Features Intersected: WESTROADS ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.839,  Lanes on structure: 9,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 41.8m (137.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 41.1m (134.8ft),  Out-to-Out Width: 41.9m (137.5ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 73.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.0 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  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: S006 36742,  Location: 78TH @ DODGE OMAHA (Lat: 41.259600,  Lng: -96.034400),  Route carried "on" structure: US 6,  Year Built: 1933,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 47,915 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 81,456 (year 2038),  Features Intersected: LITTLE PAPILLION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.130,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 50.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: S006 37025,  Location: DODGE @ SADDLE CR OMAHA (Lat: 41.259700,  Lng: -95.980400),  Route carried "on" structure: US 6,  Year Built: 1934,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 26,220 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 34,086 (year 2038),  Features Intersected: SADDLE CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.586,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 41.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: S036 01806,  Location: 3E BENNINGTON (Lat: 41.364700,  Lng: -96.100600),  Route carried "on" structure: State highway 36,  Year Built: 1958,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 8,030 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 15,257 (year 2038),  Features Intersected: THOMAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.906,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 62.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.0 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: S036 02040R,  Location: 5E BENNINGTON (Lat: 41.365000,  Lng: -96.055800),  Route carried "on" structure: State highway 36,  Year Built: 1976,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 4,955 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,185 (year 2038),  Features Intersected: KNIGHT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.283,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Length Of Structure Improvement: 4.88m (16.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: S050 09127,  Location: 1SW MILLARD (Lat: 41.207400,  Lng: -96.127700),  Route carried "on" structure: State highway 50,  Year Built: 1965,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 25,430 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 38,145 (year 2038),  Design Load: HS 20,  Features Intersected: WEST PAPILLION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.688,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.59m (24.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  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: S064 00346,  Location: 3W BELLWOOD (Lat: 41.336900,  Lng: -97.301700),  Route carried "on" structure: State highway 64,  Year Built: 1960,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 3,005 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,808 (year 2038),  Features Intersected: WILSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.557,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 50.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: S064 06125,  Location: 2.3E WATERLOO (Lat: 41.294700,  Lng: -96.265800),  Route carried "on" structure: State highway 64,  Year Built: 1981,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 5,055 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,099 (year 2038),  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.857,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 43.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: S064 06616L,  Location: 3E ELKHORN (Lat: 41.292200,  Lng: -96.173700),  Route carried "on" structure: State highway 64,  Year Built: 1991,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 30,935 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 55,683 (year 2038),  Features Intersected: W PAPILLION CREEK N BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.641,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.3m (40.4ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: S064 06616R,  Location: 3E ELKHORN (Lat: 41.292000,  Lng: -96.173800),  Route carried "on" structure: State highway 64,  Year Built: 1983,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 30,935 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 55,683 (year 2038),  Features Intersected: W PAPILLION CREEK N BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.641,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: S064 07011L,  Location: 7E ELKHORN (Lat: 41.291500,  Lng: -96.097400),  Route carried "on" structure: State highway 64,  Year Built: 1966,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 38,140 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 53,396 (year 2036),  Features Intersected: BIG PAPILLION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.283,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 52.0 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.58m (37.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: S064 07011R,  Location: 7E ELKHORN (Lat: 41.291200,  Lng: -96.097100),  Route carried "on" structure: State highway 64,  Year Built: 1978,  Status: Open,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 38,140 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 53,396 (year 2036),  Features Intersected: BIG PAPILLION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.283,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 53.0 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: Equal to 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: S064 0728,  Location: 10E ELKHORN (Lat: 41.285000,  Lng: -96.047800),  Route carried "on" structure: State highway 64,  Year Built: 1969,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 23,595 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 29,494 (year 2036),  Features Intersected: LITTLE PAPILLION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.716,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 52.0 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: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: S064 07384,  Location: 75TH & MAPLE OMAHA (Lat: 41.285000,  Lng: -96.028000),  Route carried "on" structure: State highway 64,  Year Built: 1969,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 23,595 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 29,494 (year 2036),  Features Intersected: COLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.882,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 33.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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: March 2020

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Structure Number: S064 07824,  Location: 33RD & CUMING OMAHA (Lat: 41.268000,  Lng: -95.962000),  Route carried "on" structure: State highway 64,  Year Built: 1955,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 23,235 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 30,206 (year 2036),  Features Intersected: 33RD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.585,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 73.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: S075 00127,  Location: 8S DAWSON (Lat: 40.014500,  Lng: -95.813700),  Route carried "on" structure: US 75,  Year Built: 1958,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 3,415 (year 2018),  Truck Traffic: 27%,  Average Future Daily Traffic: 4,440 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: HONEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.204,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 74.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.0 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  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: S075 08580L,  Location: OMAHA @ GILMORE AVE (Lat: 41.195300,  Lng: -95.941700),  Route carried "on" structure: US 75,  Year Built: 1991,  Status: Open,  Structure Length: 41.48m (136.09ft),  Average Daily Traffic: 68,665 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 89,265 (year 2038),  Features Intersected: GILMRE/UPRR 816-139-P
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.808,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 6,  Length of Maximum Span: 56.4m (185.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Critical Feature Inspection Date: Febuary 2022,  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: S075 08580R,  Location: OMAHA @ GILMORE AVE (Lat: 41.195400,  Lng: -95.941500),  Route carried "on" structure: US 75,  Year Built: 1991,  Status: Open,  Structure Length: 41.48m (136.09ft),  Average Daily Traffic: 68,665 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 89,265 (year 2038),  Features Intersected: GILMRE/UPRR 816-139-P
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.808,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 6,  Length of Maximum Span: 56.4m (185.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Critical Feature Inspection Date: Febuary 2022,  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: S075 08663,  Location: KENNEDY EXP/Q ST INTRCHG (Lat: 41.205600,  Lng: -95.949300),  Route carried "on" structure: City street 5026,  Year Built: 1978,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 12,600 (year 2010),  Average Future Daily Traffic: 12,400 (year 2033),  Design Load: HS 20,  Features Intersected: US75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.918,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.9m (121.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: S075 08682,  Location: IN OMAHA (Lat: 41.208300,  Lng: -95.949300),  Route carried "on" structure: City street I26,  Year Built: 1978,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 1,500 (year 2003),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,875 (year 2033),  Features Intersected: US75,  Facility Carried by Structure: O STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 42.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  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: S075 08730L,  Location: IN OMAHA (Lat: 41.214700,  Lng: -95.952700),  Route carried "on" structure: US 75,  Year Built: 1970,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 85,640 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 115,614 (year 2038),  Features Intersected: J ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.050,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Length Of Structure Improvement: 5.64m (18.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  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: S075 08730R,  Location: IN OMAHA (Lat: 41.214700,  Lng: -95.952500),  Route carried "on" structure: US 75,  Year Built: 1970,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 85,640 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 115,614 (year 2038),  Features Intersected: J ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.050,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.64m (18.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  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: S075 08766,  Location: KENNEDY EXP/F ST INTRCHG (Lat: 41.219700,  Lng: -95.953400),  Route carried "on" structure: City street 5030,  Year Built: 1970,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 7,380 (year 2010),  Average Future Daily Traffic: 7,900 (year 2033),  Features Intersected: US75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.525,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 25.4m (83.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 55.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: S075 09074,  Location: 28TH & DODGE INTERCHANGE (Lat: 41.262700,  Lng: -95.953600),  Route carried "on" structure: US 75,  Year Built: 2009,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 72,270 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 122,859 (year 2038),  Features Intersected: I-480 RAMP 30TH ST EXIT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.603,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: S075 09076,  Location: US75 NB OVER 480 OMAHA (Lat: 41.263200,  Lng: -95.952300),  Route carried "on" structure: US 75,  Year Built: 2005,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 13.29m (43.60ft),  Average Daily Traffic: 72,270 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 122,859 (year 2038),  Features Intersected: I480 EB & WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.606,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 52.0 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: S075 09084,  Location: 28TH & DODGE INTRCHG (Lat: 41.264300,  Lng: -95.952100),  Route carried "on" structure: US 75,  Year Built: 2005,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 72,270 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 122,859 (year 2038),  Features Intersected: WB-I480 TO NB-US75 RMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.619,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 52.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 31.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: S075 09102A,  Location: US75/BURT ST (Lat: 41.266886,  Lng: -95.951839),  Route carried "on" structure: Ramp US 75,  Year Built: 2005,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 72,270 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 122,859 (year 2038),  Features Intersected: BURT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.648,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 96.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: S075 09102B,  Location: US75/BURT ST (Lat: 41.266900,  Lng: -95.952400),  Route carried "on" structure: Ramp US 75,  Year Built: 2007,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 72,270 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 122,859 (year 2038),  Features Intersected: BURT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.648,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: S075 09102C,  Location: US75/BURT ST (Lat: 41.266886,  Lng: -95.952281),  Route carried "on" structure: US 75,  Year Built: 2005,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 72,270 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 122,859 (year 2038),  Features Intersected: BURT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.648,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: S075 09102D,  Location: US75/BURT STREET (Lat: 41.266900,  Lng: -95.952000),  Route carried "on" structure: US 75,  Year Built: 2005,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 72,270 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 122,859 (year 2038),  Features Intersected: BURT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.648,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 73.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing