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

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Structure Number: U1425I2405,  Location: AIR PARK RD @ NW41ST (Lat: 40.855500,  Lng: -96.779700),  Route carried "on" structure: City street 5203,  Year Built: 1999,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 1,100 (year 2002),  Average Future Daily Traffic: 1,100 (year 2033),  Features Intersected: OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.246,  Lanes on structure: 2,  Owner: City or Municipal 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: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.0 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.30m (14.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: U1425I283,  Location: FAIRFIELD ST @ N 27TH ST (Lat: 40.847600,  Lng: -96.684600),  Route carried "on" structure: City street 5252,  Year Built: 1978,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 6,860 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,000 (year 2035),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: FAIRFIELD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.214,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Channel: Very 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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: U1425I2905,  Location: LINCOLN COTNER @ VINE (Lat: 40.821300,  Lng: -96.634200),  Route carried "on" structure: City street 5237,  Year Built: 1960,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 8,350 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,000 (year 2033),  Features Intersected: DEAD MANS RUN,  Facility Carried by Structure: COTNER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.497,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.0 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: U1425I322,  Location: U ST @ N 22ND ST (Lat: 40.820000,  Lng: -96.688300),  Route carried "on" structure: City street I32,  Year Built: 1909,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 150 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 217 (year 2033),  Features Intersected: ANTELOPE CREEK,  Facility Carried by Structure: U ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Very 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: U1425I3435,  Location: ENGLEWOOD DR @ LAKEWOOD (Lat: 40.805000,  Lng: -96.616700),  Route carried "on" structure: City street I34,  Year Built: 1983,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 450 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 507 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: ENGLEWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Channel: Very good,  Culverts: Good,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: U1425J2305,  Location: SOUTHWOOD DR @ N2 (Lat: 40.767500,  Lng: -96.689800),  Route carried "on" structure: City street 5229,  Year Built: 1972,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 3,230 (year 2016),  Average Future Daily Traffic: 3,400 (year 2036),  Features Intersected: BEAL SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.280,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: U1425J2905,  Location: N14TH ST MILITARY RD (Lat: 40.830800,  Lng: -96.699700),  Route carried "on" structure: City street J29,  Year Built: 2006,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 1,500 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,700 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: ANTELOPE CREEK,  Facility Carried by Structure: STATE FAIR PARK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.0 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: Better than present minimum 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: 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: U1425J425,  Location: .2S 56TH & OLD CHENEY (Lat: 40.751400,  Lng: -96.645300),  Route carried "on" structure: City street J42,  Year Built: 2003,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 100 (year 2008),  Average Future Daily Traffic: 150 (year 2033),  Design Load: HS 20,  Features Intersected: BEAL SLOUGH,  Facility Carried by Structure: WALTD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Private,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 42.0 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2019

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Structure Number: U1425J5515,  Location: BETTY LOU & GLYNOAKES (Lat: 40.761900,  Lng: -96.609700),  Route carried "on" structure: City street J55,  Year Built: 2010,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 2,000 (year 2021),  Average Future Daily Traffic: 2,000 (year 2041),  Design Load: HS 20,  Features Intersected: ANTELOPE CREEK,  Facility Carried by Structure: GLYNOAKS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 42.0 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: U1425K2435,  Location: FALLBROOK/TALLGRASS PKWY (Lat: 40.876700,  Lng: -96.730000),  Route carried "on" structure: City street K24,  Year Built: 2001,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 900 (year 2003),  Average Future Daily Traffic: 990 (year 2033),  Features Intersected: STREAM,  Facility Carried by Structure: FALLBROOK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Channel: Very good,  Culverts: Good,  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,  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: Febuary 2022

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Structure Number: U1425K291,  Location: LINCOLN 66TH @ Q (Lat: 40.817100,  Lng: -96.630600),  Route carried "on" structure: City street 5245,  Year Built: 1996,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 10,820 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,000 (year 2037),  Design Load: HS 20,  Features Intersected: DEAD MANS RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.214,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  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: U1425K4025,  Location: SEQUOIA DR @ S 27TH ST (Lat: 40.760000,  Lng: -96.678300),  Route carried "on" structure: City street K40,  Year Built: 1992,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 400 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 580 (year 2023),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: SEQUOIA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Channel: Very good,  Culverts: Good,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: U1425L271,  Location: FRANCIS ST @ N 52ND ST (Lat: 40.831300,  Lng: -96.648500),  Route carried "on" structure: City street L27,  Year Built: 1959,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 800 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,160 (year 2033),  Features Intersected: DEAD MANS RUN,  Facility Carried by Structure: N 52ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 63.0 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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: U1425L6515,  Location: BOATHOUSE RD @ 98TH (Lat: 40.815800,  Lng: -96.587800),  Route carried "on" structure: City street L65,  Year Built: 2009,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 2,440 (year 2017),  Average Future Daily Traffic: 3,000 (year 2035),  Design Load: HS 20,  Features Intersected: OAK CREEK TRIB,  Facility Carried by Structure: N 98TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 27.1m (88.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 27.1m (88.9ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 42.0 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: U1425N2305,  Location: TALLGRASS PKWY FALLBROOK (Lat: 40.881400,  Lng: -96.733600),  Route carried "on" structure: City street N23,  Year Built: 2009,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 300 (year 2021),  Average Future Daily Traffic: 1,000 (year 2041),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: SO. TALLGRASS PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.3m (20.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 42.0 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: U1425N2315,  Location: TALLGRASS PKWY FALLBROOK (Lat: 40.881700,  Lng: -96.732800),  Route carried "on" structure: City street N23,  Year Built: 2009,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 300 (year 2021),  Average Future Daily Traffic: 1,000 (year 2041),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: NO. TALLGRASS PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.3m (20.7ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 42.0 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: U1425N2325,  Location: PENROSE DRIVE FALLBROOK (Lat: 40.881400,  Lng: -96.733100),  Route carried "on" structure: City street N23,  Year Built: 2009,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 300 (year 2021),  Average Future Daily Traffic: 600 (year 2041),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: PENROSE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 42.0 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: U1425N2405,  Location: W MATHIS @ NW 41ST (Lat: 40.848300,  Lng: -96.780000),  Route carried "on" structure: City street N24,  Year Built: 1995,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 1,300 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,300 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: OAK CREEK,  Facility Carried by Structure: W MATHIS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 69.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: C005520923,  Location: JCT US6/S-55A .5N (Lat: 40.820000,  Lng: -96.835000),  Route carried "under" structure: County highway 3395,  Year Built: 1921,  Structure Length: 0. m,  Average Daily Traffic: 731 (year 2019),  Features Intersected: BNSF RR 072-934-H,  Facility Carried by Structure: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.056,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: S002 4567,  Location: JCT US77/N2 LINCOLN (Lat: 40.787500,  Lng: -96.730000),  Route carried "under" structure: US 77,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 25,605 (year 2012),  Truck Traffic: 13%,  Features Intersected: US-77,  Facility Carried by Structure: N2/VAN DORN ST
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 9.714,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: S002 45995,  Location: LINCOLN 27TH @ N2 (Lat: 40.769400,  Lng: -96.681900),  Route carried "under" structure: State highway 2,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 33,745 (year 2008),  Truck Traffic: 6%,  Features Intersected: N-2,  Facility Carried by Structure: PEDESTRIAN OVRPASS
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 74.006,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 44.8m (147.0ft)

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Structure Number: S006 30843,  Location: 2W LINCOLN (Lat: 40.813700,  Lng: -96.808400),  Route carried "under" structure: US 6,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 3,950 (year 2008),  Truck Traffic: 5%,  Features Intersected: BNSF RR 072-935-P,  Facility Carried by Structure: BNSF RR
Minimum Vertical Clearance: 4.21m (13.81ft),  Kilometerpoint: 49.626,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 11.0m (36.1ft)

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Structure Number: S006 31502,  Location: 14TH & CORNHUSKER LINCOLN (Lat: 40.839200,  Lng: -96.701300),  Route carried "under" structure: US 6,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 30,179 (year 2019),  Truck Traffic: 2%,  Features Intersected: US6,  Facility Carried by Structure: 14TH ST
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 50.698,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: S006 32014,  Location: 73RD & CORNHUSKER LINCOLN (Lat: 40.868100,  Lng: -96.619700),  Route carried "under" structure: County highway 5237,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 1,400 (year 2008),  Features Intersected: COTNER BLVD,  Facility Carried by Structure: US6
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 17.032,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: S034 31845L,  Location: 6NW LINCOLN (Lat: 40.879500,  Lng: -96.758800),  Route carried "under" structure: County highway 7827,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 220 (year 1998),  Features Intersected: COLL 17C/UPRR 815-404-Y,  Facility Carried by Structure: WB-US34
Minimum Vertical Clearance: 7.16m (23.49ft),  Kilometerpoint: 1.152,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: S034 31845R,  Location: 6NW LINCOLN (Lat: 40.879400,  Lng: -96.758800),  Route carried "under" structure: County highway 7827,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 220 (year 1998),  Features Intersected: COLL 17C/UPRR 815-404-Y,  Facility Carried by Structure: EB-US34
Minimum Vertical Clearance: 7.16m (23.49ft),  Kilometerpoint: 1.151,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: S034 32925,  Location: 1E COTNER BLVD LINCOLN (Lat: 40.813300,  Lng: -96.621000),  Route carried "under" structure: US 34,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 28,210 (year 2008),  Truck Traffic: 2%,  Features Intersected: HIGHWAY 34 / O STREET,  Facility Carried by Structure: PEDERTRIAN OVRPASS
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 52.976,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: S077 06064L,  Location: LINCOLN WEST BYPASS (Lat: 40.790000,  Lng: -96.734400),  Route carried "under" structure: County highway 5211,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 2,550 (year 2008),  Features Intersected: BNSF RR/FOLSOM ST,  Facility Carried by Structure: SB-US77
Minimum Vertical Clearance: 7.29m (23.92ft),  Kilometerpoint: 16.330,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: S077 06064R,  Location: LINCOLN WEST BYPASS (Lat: 40.790200,  Lng: -96.734300),  Route carried "under" structure: County highway 5211,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 4,800 (year 2008),  Features Intersected: BNSF RR/FOLSOM ST,  Facility Carried by Structure: NB-US77
Minimum Vertical Clearance: 7.33m (24.05ft),  Kilometerpoint: 16.333,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: S077 06134,  Location: JCT US77/US6 1.4SE, W 'A' (Lat: 40.799200,  Lng: -96.738500),  Route carried "under" structure: Ramp City street 77,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 1,325 (year 2006),  Features Intersected: US77,  Facility Carried by Structure: FAU 5220/WEST A ST
Minimum Vertical Clearance: 5.81m (19.06ft),  Kilometerpoint: 9.872,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: S077 06134,  Location: JCT US77/US6 1.4SE, W 'A' (Lat: 40.799200,  Lng: -96.738500),  Route carried "under" structure: City street 77,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 1,325 (year 2006),  Features Intersected: US77,  Facility Carried by Structure: FAU 5220/WEST A ST
Minimum Vertical Clearance: 5.81m (19.06ft),  Kilometerpoint: 9.872,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: S077 06176,  Location: LINCOLN WEST BYPASS (Lat: 40.802800,  Lng: -96.744500),  Route carried "under" structure: City street 77,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 20,590 (year 2006),  Features Intersected: US77,  Facility Carried by Structure: CAPITAL PKWY WEST
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: S077 06274L,  Location: US6/US77 INTRCHG (Lat: 40.813800,  Lng: -96.755100),  Route carried "under" structure: US 6,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 15,545 (year 2012),  Truck Traffic: 5%,  Features Intersected: US-6/WEST O STREET,  Facility Carried by Structure: US77
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 50.091,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: S077 06274R,  Location: US6/US77 INTRCHG (Lat: 40.813800,  Lng: -96.754900),  Route carried "under" structure: US 6,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 15,545 (year 2012),  Truck Traffic: 5%,  Features Intersected: US6/WEST O STREET,  Facility Carried by Structure: US77
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 50.092,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: S080 39213,  Location: 3W LINCOLN AIRPARK INTRCH (Lat: 40.821700,  Lng: -96.853800),  Route carried "under" structure: Interstate 80,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 37,500 (year 2013),  Truck Traffic: 22%,  Features Intersected: I80,  Facility Carried by Structure: NW 98TH ST
Minimum Vertical Clearance: 5.73m (18.80ft),  Kilometerpoint: 63.107,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: S080 39312,  Location: 2W LINCOLN AIRPARK INTRCH (Lat: 40.821700,  Lng: -96.834900),  Route carried "under" structure: Interstate 80,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 37,500 (year 2013),  Truck Traffic: 22%,  Features Intersected: I80,  Facility Carried by Structure: NW 84TH ST/FAS3395
Minimum Vertical Clearance: 5.71m (18.73ft),  Kilometerpoint: 63.267,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: S080 39516,  Location: 1W LINCOLN AIRPARK INTRCH (Lat: 40.818300,  Lng: -96.796400),  Route carried "under" structure: Interstate 80,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 37,500 (year 2013),  Truck Traffic: 22%,  Features Intersected: I80,  Facility Carried by Structure: NW 56TH ST
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 63.595,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: S080 39562R,  Location: LINCOLN AIRPARK INTERCHG (Lat: 40.817300,  Lng: -96.787700),  Route carried "under" structure: Spur State highway L55K,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 10,395 (year 2012),  Truck Traffic: 9%,  Features Intersected: L55K/NW48TH ST,  Facility Carried by Structure: I-80
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 0.043,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: S080 39714,  Location: LINCOLN NW 27TH ST @ I80 (Lat: 40.816500,  Lng: -96.758900),  Route carried "under" structure: City street 80,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 4,300 (year 2003),  Features Intersected: I80/EB-I80 TO SB-77 RMP,  Facility Carried by Structure: NW 27TH ST
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: S080 39714,  Location: LINCOLN NW 27TH ST @ I80 (Lat: 40.816500,  Lng: -96.758900),  Route carried "under" structure: Ramp City street 80,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 4,300 (year 2003),  Features Intersected: I80/EB-I80 TO SB-77 RMP,  Facility Carried by Structure: NW 27TH ST
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: S080 3973,  Location: SALT VALLEY RD INTRCHG (Lat: 40.817400,  Lng: -96.756500),  Route carried "under" structure: Interstate 80,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 44,720 (year 2013),  Truck Traffic: 17%,  Features Intersected: I80,  Facility Carried by Structure: SB-US77
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 63.939,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: S080 39730A,  Location: SALT VALLEY RD INTRCHG (Lat: 40.815600,  Lng: -96.756400),  Route carried "under" structure: Ramp Interstate 80,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 590 (year 2003),  Truck Traffic: 27%,  Features Intersected: SB-US77 RAMP TO US6
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 63.939,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: S080 39731,  Location: SALT VALLEY RD INTRCHG (Lat: 40.817500,  Lng: -96.756300),  Route carried "under" structure: Interstate 80,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 44,720 (year 2013),  Truck Traffic: 17%,  Features Intersected: I80,  Facility Carried by Structure: NB-US77
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 63.941,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: S080 39904R,  Location: LINCOLN AIRPORT INTERCHNG (Lat: 40.839000,  Lng: -96.739000),  Route carried "under" structure: City street 5248,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 12,895 (year 2012),  Truck Traffic: 4%,  Features Intersected: UPRR/W CRNHSKR 815-571-X,  Facility Carried by Structure: I80
Minimum Vertical Clearance: 6.93m (22.74ft),  Kilometerpoint: 16.373,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: S080 40066,  Location: 1E LINCOLN AIRPORT INTRCH (Lat: 40.857700,  Lng: -96.720800),  Route carried "under" structure: Interstate 80,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 37,095 (year 2013),  Truck Traffic: 20%,  Features Intersected: I80,  Facility Carried by Structure: N 1ST ST/FAU 5254
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 64.480,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: S080 40105,  Location: I80/I180 INTRCHG (Lat: 40.862000,  Lng: -96.716000),  Route carried "under" structure: Ramp Interstate 80,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 4,300 (year 2007),  Features Intersected: I80
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 0.045,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: S080 40105,  Location: I80/I180 INTRCHG (Lat: 40.862000,  Lng: -96.716000),  Route carried "under" structure: Interstate 80,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 4,300 (year 2007),  Features Intersected: I80
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 0.045,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: S080 40106,  Location: I80/I180 INTRCHG (Lat: 40.862200,  Lng: -96.715800),  Route carried "under" structure: Ramp Interstate 80,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 4,300 (year 2007),  Features Intersected: I80
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 0.045,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: S080 40106,  Location: I80/I180 INTRCHG (Lat: 40.862200,  Lng: -96.715800),  Route carried "under" structure: Interstate 80,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 4,300 (year 2007),  Features Intersected: I80
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 0.045,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: S080 40202,  Location: 1E I80/I180 INTRCHG (Lat: 40.870400,  Lng: -96.701100),  Route carried "under" structure: Interstate 80,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 44,630 (year 2013),  Truck Traffic: 17%,  Features Intersected: I80,  Facility Carried by Structure: N 14TH ST/FAS 5227
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 64.699,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: S080 4035,  Location: 27 TH ST INTRCHG (Lat: 40.886100,  Lng: -96.682100),  Route carried "under" structure: Interstate 80,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 43,060 (year 2013),  Features Intersected: I80,  Facility Carried by Structure: N 27TH ST
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 64.937,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.1m (161.1ft)

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Structure Number: S080 40476,  Location: 1W US77 INTRCHG (Lat: 40.896600,  Lng: -96.662800),  Route carried "under" structure: Interstate 80,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 43,060 (year 2013),  Truck Traffic: 17%,  Features Intersected: I80,  Facility Carried by Structure: N 40TH ST
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 65.140,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.3m (165.0ft)

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Structure Number: S080 40577L,  Location: US77 INTRCHG (Lat: 40.897000,  Lng: -96.643400),  Route carried "under" structure: US 77,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 8,070 (year 2012),  Truck Traffic: 12%,  Features Intersected: US77,  Facility Carried by Structure: I80
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 11.396,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.9m (180.1ft)

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Structure Number: S080 40577R,  Location: US77 INTRCHG (Lat: 40.896700,  Lng: -96.643400),  Route carried "under" structure: Spur State highway L55X,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 10,550 (year 2012),  Truck Traffic: 8%,  Features Intersected: L55X,  Facility Carried by Structure: I80
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 0.428,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.9m (180.1ft)

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Structure Number: S080 40677,  Location: 1E US77 INTRCHG (Lat: 40.896800,  Lng: -96.624500),  Route carried "under" structure: Interstate 80,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 34,115 (year 2013),  Truck Traffic: 21%,  Features Intersected: I80,  Facility Carried by Structure: N 70TH ST
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 65.463,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.4m (162.1ft)

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Structure Number: S080 40777,  Location: 2E US77 INTRCHG (Lat: 40.896900,  Lng: -96.605400),  Route carried "under" structure: Interstate 80,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 34,115 (year 2013),  Truck Traffic: 21%,  Features Intersected: I80,  Facility Carried by Structure: N 84TH ST
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 65.624,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.2m (145.0ft)

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Structure Number: S180 00079,  Location: SUPERIOR ST/I180 INTERCHG (Lat: 40.855300,  Lng: -96.713100),  Route carried "under" structure: Interstate 180,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 31,545 (year 2013),  Truck Traffic: 2%,  Features Intersected: I180,  Facility Carried by Structure: SUPERIOR ST
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 0.127,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: S180 00164,  Location: IN LINCOLN (Lat: 40.843000,  Lng: -96.712000),  Route carried "under" structure: Interstate 180,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 31,545 (year 2013),  Truck Traffic: 2%,  Features Intersected: I180,  Facility Carried by Structure: ADAMS ST/FAU 5250
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 0.264,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: S180 00205,  Location: CORNHUSKER/I180 INTRCHG (Lat: 40.836700,  Lng: -96.712100),  Route carried "under" structure: Interstate 180,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 30,870 (year 2013),  Truck Traffic: 2%,  Features Intersected: I180/US34,  Facility Carried by Structure: W CRNHSKER/FAU5248
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 0.330,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: S180 00255,  Location: IN LINCOLN (Lat: 40.829700,  Lng: -96.712200),  Route carried "under" structure: Interstate 180,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 30,870 (year 2013),  Truck Traffic: 2%,  Features Intersected: I180,  Facility Carried by Structure: US6
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.410,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: S180 00283L,  Location: IN LINCOLN (Lat: 40.825700,  Lng: -96.711900),  Route carried "under" structure: City street 5242,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 3,600 (year 2008),  Features Intersected: CHARLESTON ST/FAU 5242,  Facility Carried by Structure: I180/US34
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 16.132,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: S180 00283R,  Location: IN LINCOLN (Lat: 40.825700,  Lng: -96.712200),  Route carried "under" structure: City street 5242,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 3,600 (year 2008),  Features Intersected: CHARLESTON ST/FAU 5242,  Facility Carried by Structure: I180/US34
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 16.130,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: U142502050P,  Location: HAYMARKET PEDESTRIAN OVRP (Lat: 40.820800,  Lng: -96.711000),  Route carried "under" structure: ServiceCity street ,  Year Built: 2002,  Structure Length: 0. m,  Features Intersected: BN/BNSF/DRIVE,  Facility Carried by Structure: PEDESTRIAN/BICYCLE
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 80.5m (264.1ft)

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Structure Number: U142503430L,  Location: LINCOLN L ST @ J ST (Lat: 40.808100,  Lng: -96.714900),  Route carried "under" structure: City street E340,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 570 (year 2006),  Features Intersected: J/7TH/8TH/UPRR 814-953-P,  Facility Carried by Structure: ROSA PARKS WAY
Minimum Vertical Clearance: 10.21m (33.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: U142503430L,  Location: LINCOLN L ST @ J ST (Lat: 40.808100,  Lng: -96.714900),  Route carried "under" structure: City street G210,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 570 (year 2006),  Features Intersected: J/7TH/8TH/UPRR 814-953-P,  Facility Carried by Structure: ROSA PARKS WAY
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: U142503430L,  Location: LINCOLN L ST @ J ST (Lat: 40.808100,  Lng: -96.714900),  Route carried "under" structure: City street F210,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 570 (year 2006),  Features Intersected: J/7TH/8TH/UPRR 814-953-P,  Facility Carried by Structure: ROSA PARKS WAY
Minimum Vertical Clearance: 7.79m (25.56ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: U142503430R,  Location: LINCOLN K ST @ J ST (Lat: 40.807200,  Lng: -96.717400),  Route carried "under" structure: City street E340,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 2,100 (year 2006),  Features Intersected: 1ST/J/7TH/8TH/BNSF/UPRR,  Facility Carried by Structure: K ST
Minimum Vertical Clearance: 6.78m (22.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: U142503430R,  Location: LINCOLN K ST @ J ST (Lat: 40.807200,  Lng: -96.717400),  Route carried "under" structure: City street G210,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 2,100 (year 2006),  Features Intersected: 1ST/J/7TH/8TH/BNSF/UPRR,  Facility Carried by Structure: K ST
Minimum Vertical Clearance: 6.78m (22.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: U142503430R,  Location: LINCOLN K ST @ J ST (Lat: 40.807200,  Lng: -96.717400),  Route carried "under" structure: City street G21,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 2,100 (year 2006),  Features Intersected: 1ST/J/7TH/8TH/BNSF/UPRR,  Facility Carried by Structure: K ST
Minimum Vertical Clearance: 6.78m (22.24ft),  Kilometerpoint: 16.390,  Lanes on structure: 8,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: U142503430R,  Location: LINCOLN K ST @ J ST (Lat: 40.807200,  Lng: -96.717400),  Route carried "under" structure: City street F210,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 2,100 (year 2006),  Features Intersected: 1ST/J/7TH/8TH/BNSF/UPRR,  Facility Carried by Structure: K ST
Minimum Vertical Clearance: 6.78m (22.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: U142503445,  Location: WEST O ST @ 7TH ST (Lat: 40.813800,  Lng: -96.714200),  Route carried "under" structure: City street G210,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2021),  Truck Traffic: 1%,  Features Intersected: 7TH/8TH/UP/BNSF815-575-A,  Facility Carried by Structure: WEST O
Minimum Vertical Clearance: 7.47m (24.51ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: U142503445,  Location: WEST O ST @ 7TH ST (Lat: 40.813800,  Lng: -96.714200),  Route carried "under" structure: City street ddddd,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 3,750 (year 2017),  Truck Traffic: 1%,  Features Intersected: 7TH/8TH/UP/BNSF815-575-A,  Facility Carried by Structure: WEST O
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)