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


  • National Bridge Inventory (NBI) Statistics
  • 42Number of bridges
  • 299ft / 91mTotal length
  • 160,180Total average daily traffic
  • 68,940Total average daily truck traffic
  • 226,799Total future (year 2033) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Sidney
  • No street view available for this location

New bridges in Sidney, NE - historical statistics
  • New bridges - historical statistics
  • 21920-1929
  • 21930-1939
  • 21960-1969
  • 281970-1979
  • 11980-1989
  • 41990-1999
  • 12000-2009
  • 22010-2018
Reconstructed bridges in Sidney, NE - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11960-1969
  • 11970-1979
  • 21980-1989
  • 01990-1999
  • 122000-2009
  • 22010-2018
Average Bridge Daily Traffic in Sidney, NE
Average Bridge Truck Traffic in Sidney, NE
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 4.8%Excellent
  • 28.6%Very good
  • 52.4%Good
  • 14.3%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 33.3%Very good
  • 57.1%Good
  • 4.8%Satisfactory
  • 4.8%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 42.9%Very good
  • 52.4%Good
  • 4.8%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 8.3%Excellent
  • 70.8%Very good
  • 12.5%Good
  • 4.2%Satisfactory
  • 4.2%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 7.1%Excellent
  • 42.9%Very good
  • 42.9%Good
  • 7.1%Satisfactory
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Structure Number: C001714305,  Location: JCT I80/L-17J 1W 1.7S (Lat: 41.091919,  Lng: -102.973689),  Route carried "on" structure: County highway 1135,  Year Built: 1964,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 705 (year 2011),  Average Future Daily Traffic: 705 (year 2033),  Design Load: H 15,  Features Intersected: DRY WASH,  Facility Carried by Structure: CO RD 113 MI 11314
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.494,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017
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Structure Number: C001714405,  Location: 2W SIDNEY (Lat: 41.134311,  Lng: -103.033764),  Route carried "on" structure: County highway 7138,  Year Built: 1977,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 75 (year 1998),  Average Future Daily Traffic: 127 (year 2033),  Features Intersected: SIDNEY DRAW,  Facility Carried by Structure: CO RD 20 MI 20105
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.587,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 0.7m (2.3ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.3m (1.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 1.0m (3.3ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017
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Structure Number: C001723505,  Location: 2.8W SIDNEY (Lat: 41.130000,  Lng: -103.050000),  Route carried "on" structure: County highway 235,  Year Built: 1977,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 75 (year 2003),  Average Future Daily Traffic: 127 (year 2033),  Features Intersected: SIDNEY DRAW,  Facility Carried by Structure: CO RD 105 MI 10518
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 0.7m (2.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 1.1m (3.6ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017
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Structure Number: C0017325,  Location: JCT 19A/RD113 1.5S 1.5E (Lat: 41.091056,  Lng: -102.944919),  Route carried "on" structure: County highway 14,  Year Built: 2004,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 10 (year 2004),  Average Future Daily Traffic: 17 (year 2033),  Design Load: HS 20,  Features Intersected: DRY WASH,  Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 0.7m (2.3ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 1.1m (3.6ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016
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Structure Number: C001734805,  Location: 1.5S 3.7E SIDNEY (Lat: 41.105000,  Lng: -102.901667),  Route carried "on" structure: County highway 348,  Year Built: 1975,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 50 (year 2003),  Average Future Daily Traffic: 85 (year 2033),  Features Intersected: STREAM,  Facility Carried by Structure: CO RD 16 MI 16119
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 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: October 2017
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Structure Number: S019 01013,  Location: 3W 1S SIDNEY (Lat: 41.136658,  Lng: -103.031083),  Route carried "on" structure: State highway 19,  Year Built: 1974,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 710 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 923 (year 2037),  Design Load: HS 20,  Features Intersected: SIDNEY DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.163,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: S019 01073,  Location: 3W 1S SIDNEY (Lat: 41.145328,  Lng: -103.030906),  Route carried "on" structure: State highway 19,  Year Built: 1974,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 710 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 923 (year 2037),  Design Load: HS 20,  Features Intersected: LODGEPOLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.727,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 37.20m (122.05ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: S030 00125,  Location: 8W BUSHNELL (Lat: 41.187678,  Lng: -104.039542),  Route carried "on" structure: US 30,  Year Built: 1931,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 495 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 668 (year 2037),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.201,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017
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Structure Number: S030 05806,  Location: 1W SIDNEY (Lat: 41.144775,  Lng: -102.997228),  Route carried "on" structure: US 30,  Year Built: 1992,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 2,575 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,476 (year 2037),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.344,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 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 48 months,  Inspection Date: September 2015
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Structure Number: S030 05984,  Location: IN SIDNEY (Lat: 41.145000,  Lng: -102.961667),  Route carried "on" structure: US 30,  Year Built: 1988,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 6,240 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,112 (year 2036),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.963,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017
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Structure Number: S030 06096,  Location: 1E SIDNEY (Lat: 41.147261,  Lng: -102.945161),  Route carried "on" structure: US 30,  Year Built: 1976,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 4,450 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 6,898 (year 2037),  Design Load: HS 20,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.811,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  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: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: S030 06127,  Location: 2E SIDNEY (Lat: 41.149056,  Lng: -102.938653),  Route carried "on" structure: US 30,  Year Built: 1927,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,270 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,905 (year 2036),  Design Load: H 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.986,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017
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Structure Number: S030 0636,  Location: 4E SIDNEY (Lat: 41.150972,  Lng: -102.894656),  Route carried "on" structure: US 30,  Year Built: 1925,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,270 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,905 (year 2036),  Design Load: HS 20,  Features Intersected: LODGEPOLE CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.235,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 70.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.30m (23.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: S080 00048,  Location: PINE BLUFFS INTRCHG (Lat: 41.182892,  Lng: -104.044536),  Route carried "on" structure: Spur State highway L53B,  Year Built: 1967,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 230 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 299 (year 2036),  Design Load: H 20,  Features Intersected: I80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.021,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 3.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: S080 05420L,  Location: 1W WEST SIDNEY INTRCHG (Lat: 41.134889,  Lng: -103.050197),  Route carried "on" structure: Interstate 80,  Year Built: 1974,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 7,700 (year 2017),  Truck Traffic: 61%,  Average Future Daily Traffic: 13,860 (year 2037),  Design Load: HS 20,  Features Intersected: COLL 7138
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.723,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 113.0m (370.7ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: S080 05420L,  Location: 1W WEST SIDNEY INTRCHG (Lat: 41.134889,  Lng: -103.050197),  Route carried "under" structure: County highway 7138,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 75 (year 1998),  Features Intersected: COLL 7138,  Facility Carried by Structure: I80
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 1.447,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: S080 05420R,  Location: 1W WEST SIDNEY INTRCHG (Lat: 41.134775,  Lng: -103.050561),  Route carried "on" structure: Interstate 80,  Year Built: 1974,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 7,700 (year 2017),  Truck Traffic: 61%,  Average Future Daily Traffic: 13,860 (year 2037),  Design Load: HS 20,  Features Intersected: COLL 7138
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.723,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 113.0m (370.7ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 1.2m (3.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.2 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: S080 05420R,  Location: 1W WEST SIDNEY INTRCHG (Lat: 41.134775,  Lng: -103.050561),  Route carried "under" structure: County highway 7138,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 75 (year 1998),  Features Intersected: COLL 7138,  Facility Carried by Structure: I80
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 1.444,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: S080 05466L,  Location: 1W WEST SIDNEY INTRCHG (Lat: 41.131164,  Lng: -103.042944),  Route carried "on" structure: Interstate 80,  Year Built: 1974,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 7,700 (year 2017),  Truck Traffic: 61%,  Average Future Daily Traffic: 13,860 (year 2037),  Design Load: HS 20,  Features Intersected: SIDNEY DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.797,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.2 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 37.20m (122.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: S080 05466R,  Location: 1W WEST SIDNEY INTRCHG (Lat: 41.131050,  Lng: -103.043247),  Route carried "on" structure: Interstate 80,  Year Built: 1974,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 7,700 (year 2017),  Truck Traffic: 61%,  Average Future Daily Traffic: 13,860 (year 2037),  Design Load: HS 20,  Features Intersected: SIDNEY DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.797,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 113.0m (370.7ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 1.2m (3.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: S080 05537,  Location: WEST SIDNEY INTRCHG (Lat: 41.126025,  Lng: -103.031292),  Route carried "on" structure: State highway 19,  Year Built: 1974,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 1,000 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,300 (year 2036),  Design Load: HS 20,  Features Intersected: I80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.514,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: S080 05537,  Location: WEST SIDNEY INTRCHG (Lat: 41.126025,  Lng: -103.031292),  Route carried "under" structure: Interstate 80,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 7,100 (year 2013),  Truck Traffic: 63%,  Features Intersected: I80,  Facility Carried by Structure: N19
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 8.911,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: S080 05545L,  Location: WEST SIDNEY INTRCHG (Lat: 41.127011,  Lng: -103.029350),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 1973,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 7,650 (year 2017),  Truck Traffic: 61%,  Average Future Daily Traffic: 13,770 (year 2037),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.924,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 113.0m (370.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017
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Structure Number: S080 05549,  Location: WEST SIDNEY INTRCHG (Lat: 41.125436,  Lng: -103.029078),  Route carried "on" structure: Interstate 80,  Year Built: 1974,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 7,650 (year 2017),  Truck Traffic: 61%,  Average Future Daily Traffic: 13,770 (year 2037),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.893,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 226.0m (741.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 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 48 months,  Inspection Date: September 2016
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Structure Number: S080 05553R,  Location: WEST SIDNEY INTRCHG (Lat: 41.124411,  Lng: -103.029100),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 1973,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 7,650 (year 2017),  Truck Traffic: 61%,  Average Future Daily Traffic: 13,770 (year 2037),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.937,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 113.0m (370.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 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: October 2017
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Structure Number: S080 05620L,  Location: 1E WEST SIDNEY INTRCHG (Lat: 41.120744,  Lng: -103.017103),  Route carried "on" structure: Interstate 80,  Year Built: 1974,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 0.39m (1.28ft),  Average Daily Traffic: 7,650 (year 2017),  Truck Traffic: 61%,  Average Future Daily Traffic: 13,770 (year 2037),  Design Load: HS 20,  Features Intersected: BNSF RR 089-028-P
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.044,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 113.0m (370.7ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 37.50m (123.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: S080 05620R,  Location: 1E WEST SIDNEY INTRCHG (Lat: 41.120581,  Lng: -103.017497),  Route carried "on" structure: Interstate 80,  Year Built: 1974,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 0.39m (1.28ft),  Average Daily Traffic: 7,650 (year 2017),  Truck Traffic: 61%,  Average Future Daily Traffic: 13,770 (year 2037),  Design Load: HS 20,  Features Intersected: BNSF RR 089-028-P
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.044,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 113.0m (370.7ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: S080 05864L,  Location: 1.3W E. SIDNEY INTERCHNG (Lat: 41.113386,  Lng: -102.973467),  Route carried "on" structure: Interstate 80,  Year Built: 1974,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 7,650 (year 2017),  Truck Traffic: 61%,  Average Future Daily Traffic: 13,770 (year 2037),  Design Load: HS 20,  Features Intersected: FAU 6350
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.437,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 113.0m (370.7ft),  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: 1.2m (3.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: S080 05864L,  Location: 1.3W E. SIDNEY INTERCHNG (Lat: 41.113386,  Lng: -102.973467),  Route carried "under" structure: City street 6350,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 5,585 (year 2012),  Features Intersected: FAU 6350,  Facility Carried by Structure: I80
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 16.097,  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: 41.113119,  Lng: -102.973739),  Route carried "on" structure: Interstate 80,  Year Built: 1974,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 7,650 (year 2017),  Truck Traffic: 61%,  Average Future Daily Traffic: 13,770 (year 2037),  Design Load: HS 20,  Features Intersected: FAS 1122
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.437,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 113.0m (370.7ft),  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: 1.2m (3.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  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: 41.113119,  Lng: -102.973739),  Route carried "under" structure: County highway 1122,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 1,350 (year 2011),  Features Intersected: FAS 1122,  Facility Carried by Structure: I80
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.542,  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: 41.113097,  Lng: -102.949039),  Route carried "on" structure: Interstate 80,  Year Built: 1974,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 7,650 (year 2017),  Truck Traffic: 61%,  Average Future Daily Traffic: 13,770 (year 2037),  Design Load: HS 20,  Features Intersected: L17J EAST SIDNEY CNLK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.643,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 113.0m (370.7ft),  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: 1.2m (3.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  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: 41.113097,  Lng: -102.949039),  Route carried "under" structure: Spur State highway L17J,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 5,380 (year 2012),  Truck Traffic: 11%,  Features Intersected: L17J EAST SIDNEY CNLK,  Facility Carried by Structure: I80
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 0.037,  Lanes on structure: 4,  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: 41.112819,  Lng: -102.949042),  Route carried "on" structure: Interstate 80,  Year Built: 1974,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 7,650 (year 2017),  Truck Traffic: 61%,  Average Future Daily Traffic: 13,770 (year 2037),  Design Load: HS 20,  Features Intersected: L17J EAST SIDNEY CNLK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.643,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 113.0m (370.7ft),  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: 1.2m (3.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  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: 41.112819,  Lng: -102.949042),  Route carried "under" structure: Spur State highway L17J,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 5,380 (year 2012),  Truck Traffic: 11%,  Features Intersected: L17J EAST SIDNEY CNLK,  Facility Carried by Structure: I80
Minimum Vertical Clearance: 0.52m (1.71ft),  Kilometerpoint: 0.034,  Lanes on structure: 4,  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: S385 03875,  Location: 5N SIDNEY (Lat: 41.213550,  Lng: -102.971744),  Route carried "on" structure: US 385,  Year Built: 1937,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,860 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 4,004 (year 2036),  Design Load: HS 20,  Features Intersected: LODGEPOLE TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.236,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017
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Structure Number: SL17J00195,  Location: 1E SIDNEY (Lat: 41.137736,  Lng: -102.945094),  Route carried "on" structure: Spur State highway L17J,  Year Built: 1976,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 4,350 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,960 (year 2037),  Design Load: HS 20,  Features Intersected: LODGEPOLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.314,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.9 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: U223004103P,  Location: SIDNEY 11TH/LODGEPOLE CR (Lat: 41.132211,  Lng: -102.977378),  Route carried "on" structure: City street 6363,  Year Built: 1996,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 4,995 (year 2012),  Average Future Daily Traffic: 5,475 (year 2033),  Features Intersected: LODGEPOLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.298,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 143.0m (469.2ft),  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: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  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: -102.965000),  Route carried "on" structure: City street 19,  Year Built: 2017,  Status: Open,  Structure Length: 4.62m (15.16ft),  Average Daily Traffic: 300 (year 2003),  Truck Traffic: 10%,  Average Future Daily Traffic: 390 (year 2033),  Design Load: HL 93,  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: 73.0m (239.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.8m (74.8ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  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 2016,  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: 41.135286,  Lng: -102.988900),  Route carried "on" structure: City street 6354,  Year Built: 1996,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 610 (year 2012),  Average Future Daily Traffic: 615 (year 2033),  Features Intersected: LODGEPOLE CREEK,  Facility Carried by Structure: SIDNEY DRAW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.134,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  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: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  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: 41.138333,  Lng: -102.953333),  Route carried "on" structure: City street 245,  Year Built: 2014,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 50 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 65 (year 2033),  Design Load: HL 93,  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: 85.0m (278.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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: July 2017
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Structure Number: U2230K4105,  Location: SIDNEY 13TH/LODGEPOLE CR (Lat: 41.131678,  Lng: -102.980061),  Route carried "on" structure: City street 6361,  Year Built: 1996,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 2,555 (year 2012),  Average Future Daily Traffic: 2,450 (year 2033),  Features Intersected: LODGEPOLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.143,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 143.0m (469.2ft),  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: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  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 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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