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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 16
Total length: 72 meters (236ft)
Total average daily traffic: 52,461
Total average daily truck traffic: 10,235
National Bridge Inventory (NBI) Registered Bridges for Sidney

New bridges - Historical Statistics

  • 1920-1929: 1
  • 1930-1939: 2
  • 1940-1949: 0
  • 1950-1959: 1
  • 1960-1969: 0
  • 1970-1979: 8
  • 1980-1989: 1
  • 1990-1999: 3

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: S080 05864L,  Location: 1.3W E. SIDNEY INTERCHNG (Lat: 41.106667,  Lng: -102.968333),  Route carried "on" structure: Interstate 80,  Year Built: 1974,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 3,963 (year 2007),  Truck Traffic: 62%,  Average Future Daily Traffic: 7,133 (year 2027),  Design Load: HS 20,  Features Intersected: FAU 6350
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 94.352,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: S080 05864R,  Location: 1.3W E SIDNEY INTERCHNG (Lat: 41.106667,  Lng: -102.968333),  Route carried "on" structure: Interstate 80,  Year Built: 1974,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 3,963 (year 2007),  Truck Traffic: 62%,  Average Future Daily Traffic: 7,133 (year 2027),  Design Load: HS 20,  Features Intersected: FAS 1122
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 94.352,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Satisfactory,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: S080 05992L,  Location: EAST SIDNEY INTRCHG (Lat: 41.106667,  Lng: -102.940000),  Route carried "on" structure: Interstate 80,  Year Built: 1974,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 3,975 (year 2007),  Truck Traffic: 62%,  Average Future Daily Traffic: 7,155 (year 2027),  Design Load: HS 20,  Features Intersected: L17J EAST SIDNEY CNLK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.411,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: S080 05992R,  Location: EAST SIDNEY INTRCHG (Lat: 41.106667,  Lng: -102.940000),  Route carried "on" structure: Interstate 80,  Year Built: 1974,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 3,975 (year 2007),  Truck Traffic: 62%,  Average Future Daily Traffic: 7,155 (year 2027),  Design Load: HS 20,  Features Intersected: L17J EAST SIDNEY CNLK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.411,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: U223004103P,  Location: SIDNEY 11TH/LODGEPOLE CR (Lat: 41.125000,  Lng: -102.971667),  Route carried "on" structure: City street 6363,  Year Built: 1996,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 5,500 (year 2006),  Average Future Daily Traffic: 5,500 (year 2026),  Design Load: HS 20,  Features Intersected: LODGEPOLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 162.943,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 85.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: U22301431,  Location: FORT SIDNEY Rd @TOLEDO (Lat: 41.133333,  Lng: -102.958333),  Route carried "on" structure: City street 19,  Year Built: 1936,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 300 (year 2003),  Truck Traffic: 10%,  Average Future Daily Traffic: 390 (year 2027),  Design Load: H 15,  Features Intersected: LODGEPOLE CREEK,  Facility Carried by Structure: FORT SIDNEY RD
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,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: U22301441,  Location: SIDNEY DRAW RD AND 19TH (Lat: 41.133333,  Lng: -102.985000),  Route carried "on" structure: City street 6354,  Year Built: 1996,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 635 (year 2006),  Average Future Daily Traffic: 635 (year 2026),  Design Load: HS 20,  Features Intersected: LODGEPOLE CREEK,  Facility Carried by Structure: SIDNEY DRAW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.302,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 82.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: U223024505,  Location: Greenwood/Lodgepole Creek (Lat: 41.135000,  Lng: -102.951667),  Route carried "on" structure: City street 245,  Year Built: 1935,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 50 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 65 (year 2027),  Features Intersected: LODGEPOLE CREEK,  Facility Carried by Structure: GREENWOOD ROAD
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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: U2230K4105,  Location: SIDNEY 13TH/LODGEPOLE CR (Lat: 41.125000,  Lng: -102.973333),  Route carried "on" structure: City street 6361,  Year Built: 1996,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 2,300 (year 2006),  Average Future Daily Traffic: 2,300 (year 2026),  Design Load: HS 20,  Features Intersected: LODGEPOLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.399,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: S030 05983,  Location: IN SIDNEY (Lat: 41.140000,  Lng: -102.956667),  Route carried "under" structure: US 30,  Year Built: 1987,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 6,050 (year 2006),  Truck Traffic: 6%,  Features Intersected: BNSF RR 089-035-A,  Facility Carried by Structure: BNSF RR
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 96.266,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: S080 05864L,  Location: 1.3W E. SIDNEY INTERCHNG (Lat: 41.106667,  Lng: -102.968333),  Route carried "under" structure: City street 6350,  Year Built: 1974,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 5,835 (year 2007),  Features Intersected: WB-I80,  Facility Carried by Structure: I80
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 160.932,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: S080 05864R,  Location: 1.3W E SIDNEY INTERCHNG (Lat: 41.106667,  Lng: -102.968333),  Route carried "under" structure: County highway 1122,  Year Built: 1974,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 1,320 (year 2007),  Features Intersected: EB-I80,  Facility Carried by Structure: I80
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 5.422,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: S080 05992L,  Location: EAST SIDNEY INTRCHG (Lat: 41.106667,  Lng: -102.940000),  Route carried "under" structure: Spur State highway L17J,  Year Built: 1974,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 5,315 (year 2007),  Features Intersected: WB-I80,  Facility Carried by Structure: I80
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 0.037,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: S080 05992R,  Location: EAST SIDNEY INTRCHG (Lat: 41.106667,  Lng: -102.940000),  Route carried "under" structure: Spur State highway L17J,  Year Built: 1974,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 5,315 (year 2007),  Features Intersected: EB-I80,  Facility Carried by Structure: I80
Minimum Vertical Clearance: 0.52m (1.71ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: U22302421,  Location: East Elm St. @ BNRR (Lat: 41.150000,  Lng: -102.955000),  Route carried "under" structure: City street 242,  Year Built: 1921,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 90 (year 2003),  Features Intersected: BNSF RR 089-037-N,  Facility Carried by Structure: BNSF RR
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 7.3m (24.0ft)

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Structure Number: U2230K411,  Location: SIDNEY 13TH @ HICKORY (Lat: 41.140000,  Lng: -102.973333),  Route carried "under" structure: City street 6361,  Year Built: 1956,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 3,875 (year 2006),  Features Intersected: UPRR 817-833-J,  Facility Carried by Structure: UPRR
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 163.024,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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