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

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Structure Number: U1825H3705,  Location: OMAHA C @ PEDERSEN (Lat: 41.221700,  Lng: -96.103300),  Route carried "on" structure: City street H37,  Year Built: 1935,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 200 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 210 (year 2036),  Design Load: H 15,  Features Intersected: HELL CREEK,  Facility Carried by Structure: C STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  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: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Channel: Good,  Culverts: Very 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: U1825H5155,  Location: 37TH ST. S OF MCKINLEY (Lat: 41.343300,  Lng: -95.973300),  Route carried "on" structure: City street H51,  Year Built: 1997,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 200 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 250 (year 2033),  Features Intersected: STREAM,  Facility Carried by Structure: PRIVATE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: U1825I2603,  Location: OMAHA N @ 118TH (Lat: 41.210000,  Lng: -96.096700),  Route carried "on" structure: City street I26,  Year Built: 1980,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 400 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 440 (year 2033),  Design Load: H 20,  Features Intersected: HELL CREEK,  Facility Carried by Structure: N STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  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: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: U1825I4705,  Location: OMAHA 64TH @ CASTELAR (Lat: 41.236700,  Lng: -96.011700),  Route carried "on" structure: City street I47,  Year Built: 1978,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 200 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 250 (year 2037),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: 64TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 3 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: 0.3m (1.0ft),  Right: 0.3m (1.0ft)

Condition: Channel: 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: U1825J1205,  Location: OMAHA HARTMAN @ 65TH (Lat: 41.310300,  Lng: -96.013100),  Route carried "on" structure: City street 5084,  Year Built: 1980,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 6,408 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,508 (year 2032),  Design Load: HS 20,  Features Intersected: COLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.896,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 82.0 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: U1825J1225,  Location: STORZ EXP @ 12TH ST (Lat: 41.311400,  Lng: -95.931300),  Route carried "on" structure: City street 5098,  Year Built: 1987,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 8,100 (year 2010),  Average Future Daily Traffic: 11,800 (year 2033),  Design Load: HS 20,  Features Intersected: UPRR 816-152-D,  Facility Carried by Structure: STORZ EXPRESSWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.344,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.0 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: U1825J2205,  Location: OMAHA MERCY @ 65TH (Lat: 41.238000,  Lng: -96.017100),  Route carried "on" structure: City street 5040,  Year Built: 1980,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 5,574 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,574 (year 2034),  Features Intersected: LITTLE PAPILLION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.232,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  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: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 56.0 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 minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: U1825J4905,  Location: .2S N36 & 50TH ST. (Lat: 41.343300,  Lng: -95.990000),  Route carried "on" structure: City street P49,  Year Built: 1965,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 200 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 210 (year 2036),  Features Intersected: MILL CREEK,  Facility Carried by Structure: 50TH 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),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

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: Equal to present minimum criteria,  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: U1825J5105,  Location: OMAHA 39TH @ O (Lat: 41.209200,  Lng: -95.971700),  Route carried "on" structure: City street J51,  Year Built: 2002,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 500 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 600 (year 2025),  Design Load: HS 20,  Features Intersected: BNSF RR 074-716-H,  Facility Carried by Structure: 39TH ST
Minimum Vertical Clearance: 7.39m (24.25ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.55m (18.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: U1825J5505,  Location: OMAHA 16TH @ MASON (Lat: 41.249300,  Lng: -95.937300),  Route carried "on" structure: City street 5095,  Year Built: 1998,  Status: Open,  Structure Length: 38.19m (125.30ft),  Average Daily Traffic: 2,840 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,840 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: UP/BNSF RR 816-755-B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.974,  Lanes on structure: 2,  Owner: Railroad,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.0 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: Better than present minimum criteria,  Length Of Structure Improvement: 38.19m (125.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: U1825K1435,  Location: 118TH & MAPLE ST (Lat: 41.292400,  Lng: -96.098200),  Route carried "on" structure: City street 5154,  Year Built: 1994,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 1,610 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,710 (year 2033),  Features Intersected: BIG PAPILLION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.116,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.0 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: U1825K2205,  Location: OMAHA MARTHA @ 26TH (Lat: 41.239200,  Lng: -95.950500),  Route carried "on" structure: City street 5038,  Year Built: 1990,  Status: Open,  Structure Length: 28.35m (93.01ft),  Average Daily Traffic: 13,846 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,846 (year 2031),  Design Load: HS 20,  Features Intersected: UP/BNSF/26TH 816-819-K
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.862,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: Railroad,  Approaching Roadway Width: 22.6m (74.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 5,  Length of Maximum Span: 67.1m (220.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: 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: Meets minimum limits,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: U1825K451,  Location: OMAHA BURT @ 77TH (Lat: 41.266700,  Lng: -96.031700),  Route carried "on" structure: City street K45,  Year Built: 1935,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 400 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 500 (year 2037),  Design Load: H 15,  Features Intersected: COLE CREEK,  Facility Carried by Structure: BURT 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: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 61.0 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: U1825M1205,  Location: PARKVIEW LANE @ 66TH (Lat: 41.308300,  Lng: -96.013300),  Route carried "on" structure: City street M12,  Year Built: 1982,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 700 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 875 (year 2037),  Design Load: H 20,  Features Intersected: COLE CREEK,  Facility Carried by Structure: PARKVIEW LANE
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),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft)

Condition: Channel: 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: U1825N3115,  Location: .5N 156TH & US275 (Lat: 41.242300,  Lng: -96.161600),  Route carried "on" structure: City street 5135,  Year Built: 2007,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 12,832 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,832 (year 2036),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.533,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: U1825Q2005,  Location: OMAHA MASON @ 16TH (Lat: 41.250000,  Lng: -95.936700),  Route carried "on" structure: City street Q20,  Year Built: 1998,  Status: Open,  Structure Length: 8.81m (28.90ft),  Average Daily Traffic: 552 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,552 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: UPRR,  Facility Carried by Structure: MASON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: U1825Q3505,  Location: OMAHA ARBOR @ 129TH (Lat: 41.235000,  Lng: -96.113300),  Route carried "on" structure: City street Q35,  Year Built: 1977,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 430 (year 2003),  Truck Traffic: 10%,  Average Future Daily Traffic: 537 (year 2033),  Design Load: H 20,  Features Intersected: HELL CREEK,  Facility Carried by Structure: ARBOR STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: U1825Q5505,  Location: OMAHA 10TH @ LEAVENWORTH (Lat: 41.251700,  Lng: -95.928300),  Route carried "on" structure: City street 5103,  Year Built: 2000,  Status: Open,  Structure Length: 40.29m (132.19ft),  Average Daily Traffic: 5,256 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,256 (year 2033),  Features Intersected: BNSF/UPRR/5044 074-686-T
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.444,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: Railroad,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.0 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 40.29m (132.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: U1825Q551,  Location: OMAHA 10TH FARNAM/DOUGLAS (Lat: 41.258000,  Lng: -95.929200),  Route carried "on" structure: City street 5103,  Year Built: 1983,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 10,707 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,707 (year 2033),  Design Load: HS 20,  Features Intersected: LAGOON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.507,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.46m (17.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: U1825R1805,  Location: N BRIDGE RD @ 111TH ST (Lat: 41.265000,  Lng: -96.086700),  Route carried "on" structure: City street 5011,  Year Built: 2004,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 11,262 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,262 (year 2033),  Features Intersected: BIG PAPILLION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.111,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.06m (36.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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 355,  Location: US6/US275 INTRCHG (Lat: 41.233800,  Lng: -96.234400),  Route carried "under" structure: US 275,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 18,865 (year 2012),  Truck Traffic: 8%,  Features Intersected: US275/N92,  Facility Carried by Structure: US6/N31
Minimum Vertical Clearance: 5.10m (16.73ft),  Kilometerpoint: 27.961,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.8m (137.1ft)

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Structure Number: S006 3579,  Location: US6 AT 192ND ST. OMAHA (Lat: 41.262900,  Lng: -96.215700),  Route carried "under" structure: County highway 3810,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 1,600 (year 2007),  Features Intersected: 192ND STREET,  Facility Carried by Structure: US6
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 0.002,  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: S006 3589,  Location: 180TH ST.& US6 OMAHA (Lat: 41.263000,  Lng: -96.196400),  Route carried "under" structure: US 6,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 56,475 (year 2012),  Truck Traffic: 3%,  Features Intersected: US6,  Facility Carried by Structure: 180TH STREET
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 57.759,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: S006 35981,  Location: 1.7W OMAHA (Lat: 41.263000,  Lng: -96.179000),  Route carried "under" structure: US 6,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 76,235 (year 2012),  Truck Traffic: 2%,  Features Intersected: US6/WEST DODGE ROAD
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 57.906,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: S006 36093,  Location: 156TH @ W DODGE OMAHA (Lat: 41.263100,  Lng: -96.158100),  Route carried "under" structure: US 6,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 87,115 (year 2012),  Truck Traffic: 1%,  Features Intersected: US6/W DODGE RD
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 58.086,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: S006 36142,  Location: 150TH @ W DODGE OMAHA (Lat: 41.263000,  Lng: -96.148000),  Route carried "under" structure: US 6,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 97,810 (year 2012),  Truck Traffic: 1%,  Features Intersected: US6/W DODGE RD,  Facility Carried by Structure: 150TH ST/FAU 5144
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 58.165,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: S006 36192,  Location: 144TH @ W DODGE OMAHA (Lat: 41.263000,  Lng: -96.138700),  Route carried "under" structure: US 6,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 99,110 (year 2012),  Truck Traffic: 1%,  Features Intersected: US6/W DODGE RD,  Facility Carried by Structure: FAU 5001/144TH ST
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 58.245,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: S006 3624,  Location: W DODGE @ 138TH STOMAHA (Lat: 41.263100,  Lng: -96.129700),  Route carried "under" structure: City street J35,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 300 (year 1997),  Truck Traffic: 9%,  Features Intersected: 137TH ST,  Facility Carried by Structure: US6/WEST DODGE ST
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: S006 36293,  Location: 132ND ST @ W DODGE ST (Lat: 41.263100,  Lng: -96.119700),  Route carried "under" structure: US 6,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 106,770 (year 2012),  Truck Traffic: 1%,  Features Intersected: US6/WEST DODGE ST,  Facility Carried by Structure: FAU 5003/132ND ST
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 58.408,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: S006 36428A,  Location: WEST DODGE RD OMAHA (Lat: 41.263000,  Lng: -96.093800),  Route carried "under" structure: City street 6,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 66,400 (year 2006),  Features Intersected: CITY STREET'S,  Facility Carried by Structure: EB EXPRESSWAY
Minimum Vertical Clearance: 6.60m (21.65ft),  Kilometerpoint: 58.625,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.4m (198.2ft)

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Structure Number: S006 36428A,  Location: WEST DODGE RD OMAHA (Lat: 41.263000,  Lng: -96.093800),  Route carried "under" structure: City street 6,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 40,100 (year 2006),  Features Intersected: CITY STREET'S,  Facility Carried by Structure: EB EXPRESSWAY
Minimum Vertical Clearance: 8.25m (27.07ft),  Kilometerpoint: 58.625,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.4m (198.2ft)

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Structure Number: S006 36428A,  Location: WEST DODGE RD OMAHA (Lat: 41.263000,  Lng: -96.093800),  Route carried "under" structure: City street 6,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2006),  Features Intersected: CITY STREET'S,  Facility Carried by Structure: EB EXPRESSWAY
Minimum Vertical Clearance: 6.60m (21.65ft),  Kilometerpoint: 58.625,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.4m (198.2ft)

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Structure Number: S006 36428A,  Location: WEST DODGE RD OMAHA (Lat: 41.263000,  Lng: -96.093800),  Route carried "under" structure: City street 6,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 300 (year 2006),  Features Intersected: CITY STREET'S,  Facility Carried by Structure: EB EXPRESSWAY
Minimum Vertical Clearance: 6.52m (21.39ft),  Kilometerpoint: 58.625,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.4m (198.2ft)

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Structure Number: S006 36428A,  Location: WEST DODGE RD OMAHA (Lat: 41.263000,  Lng: -96.093800),  Route carried "under" structure: Ramp City street 6,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 2006),  Features Intersected: CITY STREET'S,  Facility Carried by Structure: EB EXPRESSWAY
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 58.625,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.4m (198.2ft)

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Structure Number: S006 36428B,  Location: WEST DODGE RD OMAHA (Lat: 41.263300,  Lng: -96.093800),  Route carried "under" structure: City street 6,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 66,400 (year 2006),  Features Intersected: CITY STREET'S,  Facility Carried by Structure: WB EXPRESWAY
Minimum Vertical Clearance: 6.60m (21.65ft),  Kilometerpoint: 58.625,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: S006 36428B,  Location: WEST DODGE RD OMAHA (Lat: 41.263300,  Lng: -96.093800),  Route carried "under" structure: City street 6,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 40,100 (year 2006),  Features Intersected: CITY STREET'S,  Facility Carried by Structure: WB EXPRESWAY
Minimum Vertical Clearance: 8.25m (27.07ft),  Kilometerpoint: 58.625,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: S006 36428B,  Location: WEST DODGE RD OMAHA (Lat: 41.263300,  Lng: -96.093800),  Route carried "under" structure: City street 6,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2006),  Features Intersected: CITY STREET'S,  Facility Carried by Structure: WB EXPRESWAY
Minimum Vertical Clearance: 6.60m (21.65ft),  Kilometerpoint: 58.625,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: S006 36428B,  Location: WEST DODGE RD OMAHA (Lat: 41.263300,  Lng: -96.093800),  Route carried "under" structure: City street 6,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 300 (year 2006),  Features Intersected: CITY STREET'S,  Facility Carried by Structure: WB EXPRESWAY
Minimum Vertical Clearance: 6.52m (21.39ft),  Kilometerpoint: 58.625,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: S006 36484,  Location: 108TH & DODGE INTRCHG (Lat: 41.263200,  Lng: -96.082500),  Route carried "under" structure: City street 5164,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 16,060 (year 2006),  Features Intersected: 108TH ST,  Facility Carried by Structure: WB-US6
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 16.161,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: S006 36484A,  Location: 108TH & DODGE BRG#9 (Lat: 41.262900,  Lng: -96.082500),  Route carried "under" structure: City street 5164,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 17,800 (year 2006),  Features Intersected: 108TH ST,  Facility Carried by Structure: EB BRG OVR 108TH
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 16.142,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: S006 36484B,  Location: 108TH & DODGE (Lat: 41.263800,  Lng: -96.082500),  Route carried "under" structure: City street 5164,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 16,060 (year 2006),  Features Intersected: 108TH ST,  Facility Carried by Structure: WB US6 BRG#6
Minimum Vertical Clearance: 6.17m (20.24ft),  Kilometerpoint: 16.177,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: S006 36484C,  Location: 108TH & DODGE (Lat: 41.263700,  Lng: -96.082200),  Route carried "under" structure: US 6,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 16,060 (year 2006),  Features Intersected: 108TH ST
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 58.715,  Lanes on structure: 7,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.0m (200.1ft)

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Structure Number: S006 36484C,  Location: 108TH & DODGE (Lat: 41.263700,  Lng: -96.082200),  Route carried "under" structure: US 6,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 16,060 (year 2006),  Features Intersected: 108TH ST
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 58.715,  Lanes on structure: 7,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.0m (200.1ft)

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Structure Number: S006 36484D,  Location: 108TH & DODGE (Lat: 41.263600,  Lng: -96.082500),  Route carried "under" structure: City street 5164,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 16,060 (year 2006),  Features Intersected: 108TH ST,  Facility Carried by Structure: RMP 40 BRG#7
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 16.169,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: S006 36561,  Location: 99TH @ DODGE ST (Lat: 41.263300,  Lng: -96.068200),  Route carried "under" structure: City street 5013,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 6,840 (year 2010),  Features Intersected: WESTROADS ACCESS ROAD,  Facility Carried by Structure: US6
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 16.483,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: S006 36906,  Location: DODGE @ HAPPY HOLLOW (Lat: 41.259600,  Lng: -96.003100),  Route carried "under" structure: US 6,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 29,860 (year 2008),  Truck Traffic: 2%,  Features Intersected: HWY 6,  Facility Carried by Structure: PEDESTRIAN OVRPASS
Minimum Vertical Clearance: 5.14m (16.86ft),  Kilometerpoint: 59.382,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: S006 37025,  Location: DODGE @ SADDLE CR OMAHA (Lat: 41.259700,  Lng: -95.980400),  Route carried "under" structure: City street 5051,  Year Built: 1934,  Structure Length: 0. m,  Average Daily Traffic: 26,100 (year 2010),  Features Intersected: SADDLE CREEK RD,  Facility Carried by Structure: US6
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 16.330,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: S006 3726,  Location: DOUGLAS ST @ 15TH OMAHA (Lat: 41.258300,  Lng: -95.935000),  Route carried "under" structure: US 6,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 11,235 (year 2008),  Truck Traffic: 2%,  Features Intersected: HWY 6,  Facility Carried by Structure: PEDESTRIAN OVRPASS
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 59.951,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: S064 07348,  Location: 76TH & MAPLE OMAHA (Lat: 41.285000,  Lng: -96.033800),  Route carried "under" structure: State highway 64,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 23,690 (year 2008),  Truck Traffic: 2%,  Features Intersected: HWY 64,  Facility Carried by Structure: PEDESTRIAN OVRPASS
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 11.834,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: S064 07451,  Location: 66TH & MAPLE OMAHA (Lat: 41.285000,  Lng: -96.015100),  Route carried "under" structure: State highway 64,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 17,165 (year 2008),  Truck Traffic: 3%,  Features Intersected: HWY 64,  Facility Carried by Structure: PEDESTRAIN OVRPASS
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 11.989,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: S064 07536,  Location: 56TH & MAPLE ST OMAHA (Lat: 41.285000,  Lng: -95.999900),  Route carried "under" structure: State highway 64,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 24,320 (year 2008),  Truck Traffic: 2%,  Features Intersected: N64,  Facility Carried by Structure: PEDESTRAIN OVRPASS
Minimum Vertical Clearance: 5.50m (18.04ft),  Kilometerpoint: 12.118,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: S064 07686,  Location: NW RADIAL & HAMILTON (Lat: 41.272700,  Lng: -95.983500),  Route carried "under" structure: State highway 64,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 26,980 (year 2008),  Truck Traffic: 2%,  Features Intersected: HWY 64,  Facility Carried by Structure: PEDESTRAIN OVRPASS
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 12.361,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: S064 07824,  Location: 33RD & CUMING OMAHA (Lat: 41.268000,  Lng: -95.962000),  Route carried "under" structure: City street 5065,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 1,260 (year 2010),  Features Intersected: 33RD ST,  Facility Carried by Structure: N64
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 16.267,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: S075 08580L,  Location: OMAHA @ GILMORE AVE (Lat: 41.195300,  Lng: -95.941700),  Route carried "under" structure: City street 5022,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 400 (year 2010),  Features Intersected: GILMRE/UPRR 816-139-P,  Facility Carried by Structure: SB-US75
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 17.955,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 56.4m (185.0ft)

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Structure Number: S075 08580R,  Location: OMAHA @ GILMORE AVE (Lat: 41.195400,  Lng: -95.941500),  Route carried "under" structure: City street 5022,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 400 (year 2010),  Features Intersected: GILMRE/UPRR 816-139-P,  Facility Carried by Structure: NB-US75
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 17.959,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 56.4m (185.0ft)

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Structure Number: S075 08663,  Location: KENNEDY EXP/Q ST INTRCHG (Lat: 41.205600,  Lng: -95.949300),  Route carried "under" structure: US 75,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 75,670 (year 2012),  Truck Traffic: 4%,  Features Intersected: US75,  Facility Carried by Structure: Q ST/FAU 5026
Minimum Vertical Clearance: 6.37m (20.90ft),  Kilometerpoint: 13.942,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: S075 08682,  Location: IN OMAHA (Lat: 41.208300,  Lng: -95.949300),  Route carried "under" structure: US 75,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 75,670 (year 2012),  Truck Traffic: 4%,  Features Intersected: US75,  Facility Carried by Structure: O STREET
Minimum Vertical Clearance: 7.39m (24.25ft),  Kilometerpoint: 13.972,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: S075 08730L,  Location: IN OMAHA (Lat: 41.214700,  Lng: -95.952700),  Route carried "under" structure: City street D26,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 250 (year 1997),  Truck Traffic: 10%,  Features Intersected: J ST,  Facility Carried by Structure: US75
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: S075 08766,  Location: KENNEDY EXP/F ST INTRCHG (Lat: 41.219700,  Lng: -95.953400),  Route carried "under" structure: US 75,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 85,680 (year 2012),  Truck Traffic: 3%,  Features Intersected: US75,  Facility Carried by Structure: F ST/FAU 5030
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 14.107,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: S075 09074,  Location: 28TH & DODGE INTERCHANGE (Lat: 41.262700,  Lng: -95.953600),  Route carried "under" structure: Ramp Interstate 480,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 10,700 (year 2003),  Truck Traffic: 7%,  Features Intersected: I-480 RAMP 30TH ST EXIT,  Facility Carried by Structure: SB-US75
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.393,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: S075 09076,  Location: US75 NB OVER 480 OMAHA (Lat: 41.263200,  Lng: -95.952300),  Route carried "under" structure: US 75,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 60,573 (year 2006),  Features Intersected: I480 EB & WB
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 14.606,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: S075 09076,  Location: US75 NB OVER 480 OMAHA (Lat: 41.263200,  Lng: -95.952300),  Route carried "under" structure: Ramp US 75,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 60,573 (year 2006),  Features Intersected: I480 EB & WB
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 14.606,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: S075 09084,  Location: 28TH & DODGE INTRCHG (Lat: 41.264300,  Lng: -95.952100),  Route carried "under" structure: Ramp Interstate 480,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 7,700 (year 2003),  Truck Traffic: 7%,  Features Intersected: WB-I480 TO NB-US75 RMP,  Facility Carried by Structure: NB-US75
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.406,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: S075 09102A,  Location: US75/BURT ST (Lat: 41.266886,  Lng: -95.951839),  Route carried "under" structure: City street 5110,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 2,250 (year 2010),  Truck Traffic: 4%,  Features Intersected: BURT ST,  Facility Carried by Structure: US75/CUMING ST EXT
Minimum Vertical Clearance: 6.27m (20.57ft),  Kilometerpoint: 16.139,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: S075 09102B,  Location: US75/BURT ST (Lat: 41.266900,  Lng: -95.952400),  Route carried "under" structure: City street 5110,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 2,250 (year 2010),  Truck Traffic: 4%,  Features Intersected: BURT ST,  Facility Carried by Structure: US75 I480 ACCESS
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 16.132,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: S075 09102C,  Location: US75/BURT ST (Lat: 41.266886,  Lng: -95.952281),  Route carried "under" structure: City street 5110,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 2,250 (year 2010),  Truck Traffic: 4%,  Features Intersected: BURT ST,  Facility Carried by Structure: NB-US75
Minimum Vertical Clearance: 5.96m (19.55ft),  Kilometerpoint: 16.135,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: S075 09102D,  Location: US75/BURT STREET (Lat: 41.266900,  Lng: -95.952000),  Route carried "under" structure: City street 5110,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 2,250 (year 2010),  Truck Traffic: 4%,  Features Intersected: BURT STREET,  Facility Carried by Structure: NB-US75
Minimum Vertical Clearance: 5.99m (19.65ft),  Kilometerpoint: 16.135,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)