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 - historical statistics
- 21920-1929
- 21930-1939
- 21960-1969
- 281970-1979
- 11980-1989
- 41990-1999
- 12000-2009
- 22010-2018
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 11970-1979
- 21980-1989
- 01990-1999
- 122000-2009
- 22010-2018
- Bridge Condition - Deck
- 4.8%Excellent
- 28.6%Very good
- 52.4%Good
- 14.3%Fair
- Bridge Condition - Superstructure
- 33.3%Very good
- 57.1%Good
- 4.8%Satisfactory
- 4.8%Poor
- Bridge Condition - Substructure
- 42.9%Very good
- 52.4%Good
- 4.8%Fair
- Bridge Condition - Channel
- 8.3%Excellent
- 70.8%Very good
- 12.5%Good
- 4.2%Satisfactory
- 4.2%Fair
- 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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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)
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
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)
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
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
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
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)
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
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
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
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
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
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
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)
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
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)
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
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)
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
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)
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
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
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
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
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
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
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
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