Bridge Statistics for Bushnell, Nebraska (NE)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 89ft / 26.6mTotal length
- 27,390Total average daily traffic
- 15,020Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Bushnell
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 11960-1969
- 81970-1979
- 21990-1999
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 22000-2009
- 22010-2019
- 12020-2022
- Bridge Condition - Deck
- 16.7%Excellent
- 33.3%Very good
- 16.7%Good
- 16.7%Satisfactory
- 16.7%Fair
- Bridge Condition - Superstructure
- 16.7%Excellent
- 50.0%Very good
- 16.7%Good
- 16.7%Satisfactory
- Bridge Condition - Substructure
- 33.3%Very good
- 50.0%Good
- 16.7%Satisfactory
- Bridge Condition - Channel
- 16.7%Excellent
- 33.3%Very good
- 33.3%Good
- 16.7%Satisfactory
- Bridge Condition - Culverts
- 33.3%Very good
- 66.7%Good
Find on map >> Show street view
Structure Number: C00530241, Location: 3.5W OF BUSHNELL (Lat: 41.235000, Lng: -103.953300), Route carried "on" structure: County highway 24, Year Built: 1935, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 15 (year 2003), Average Future Daily Traffic: 25 (year 2033), Features Intersected: STREAM, 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: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: C00530241, Location: 3.5W OF BUSHNELL (Lat: 41.235000, Lng: -103.953300), Route carried "on" structure: County highway 24, Year Built: 1935, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 15 (year 2003), Average Future Daily Traffic: 25 (year 2033), Features Intersected: STREAM, 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: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: C005311915, Location: JCT US30/L-53C 2.8N (Lat: 41.268300, Lng: -103.891700), Route carried "on" structure: County highway 1005, Year Built: 1963, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 140 (year 2011), Average Future Daily Traffic: 182 (year 2033), Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.445, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: C005311915, Location: JCT US30/L-53C 2.8N (Lat: 41.268300, Lng: -103.891700), Route carried "on" structure: County highway 1005, Year Built: 1963, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 140 (year 2011), Average Future Daily Traffic: 182 (year 2033), Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.445, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Find on map >> Show street view
Structure Number: S030 0092, Location: 1W BUSHNELL (Lat: 41.225600, Lng: -103.898100), Route carried "on" structure: US 30, Year Built: 1991, Year Reconstructed: 2014, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 765 (year 2018), Truck Traffic: 24%, Average Future Daily Traffic: 1,033 (year 2038), Design Load: HS 20, Features Intersected: LODGEPOLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.481, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 77.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: S030 0092, Location: 1W BUSHNELL (Lat: 41.225600, Lng: -103.898100), Route carried "on" structure: US 30, Year Built: 1991, Year Reconstructed: 2014, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 765 (year 2018), Truck Traffic: 24%, Average Future Daily Traffic: 1,033 (year 2038), Design Load: HS 20, Features Intersected: LODGEPOLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.481, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 77.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: S030 00938, Location: 0W BUSHNELL (Lat: 41.227600, Lng: -103.895600), Route carried "on" structure: US 30, Year Built: 1991, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 765 (year 2018), Truck Traffic: 24%, Average Future Daily Traffic: 1,033 (year 2038), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.510, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 43.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present 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: October 2019
Structure Number: S030 00938, Location: 0W BUSHNELL (Lat: 41.227600, Lng: -103.895600), Route carried "on" structure: US 30, Year Built: 1991, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 765 (year 2018), Truck Traffic: 24%, Average Future Daily Traffic: 1,033 (year 2038), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.510, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 43.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present 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: October 2019
Find on map >> Show street view
Structure Number: S030 01221, Location: 3E BUSHNELL (Lat: 41.232500, Lng: -103.843100), Route carried "on" structure: US 30, Year Built: 1935, Year Reconstructed: 1990, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,015 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 1,320 (year 2038), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.965, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: S030 01221, Location: 3E BUSHNELL (Lat: 41.232500, Lng: -103.843100), Route carried "on" structure: US 30, Year Built: 1935, Year Reconstructed: 1990, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,015 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 1,320 (year 2038), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.965, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Find on map >> Show street view
Structure Number: S080 00648L, Location: 2W BUSHNELL INTRCHG (Lat: 41.192000, Lng: -103.931000), Route carried "on" structure: Interstate 80, Year Built: 1970, Year Reconstructed: 2018, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 8,115 (year 2018), Truck Traffic: 60%, Average Future Daily Traffic: 8,115 (year 2038), Design Load: HS 20, Features Intersected: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.043, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 76.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: S080 00648L, Location: 2W BUSHNELL INTRCHG (Lat: 41.192000, Lng: -103.931000), Route carried "on" structure: Interstate 80, Year Built: 1970, Year Reconstructed: 2018, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 8,115 (year 2018), Truck Traffic: 60%, Average Future Daily Traffic: 8,115 (year 2038), Design Load: HS 20, Features Intersected: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.043, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 76.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: S080 00648R, Location: 2W BUSHNELL INTERCHG (Lat: 41.191800, Lng: -103.931200), Route carried "on" structure: Interstate 80, Year Built: 1970, Year Reconstructed: 2020, Status: Open, Structure Length: 2.63m (8.63ft), Average Daily Traffic: 8,115 (year 2018), Truck Traffic: 60%, Average Future Daily Traffic: 8,115 (year 2038), Features Intersected: ROAD 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.043, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.7m (38.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Operating Rating: 76.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: S080 00648R, Location: 2W BUSHNELL INTERCHG (Lat: 41.191800, Lng: -103.931200), Route carried "on" structure: Interstate 80, Year Built: 1970, Year Reconstructed: 2020, Status: Open, Structure Length: 2.63m (8.63ft), Average Daily Traffic: 8,115 (year 2018), Truck Traffic: 60%, Average Future Daily Traffic: 8,115 (year 2038), Features Intersected: ROAD 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.043, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.7m (38.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Operating Rating: 76.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Find on map >> Show street view
Structure Number: S080 00846, Location: BUSHNELL INTRCHG (Lat: 41.191800, Lng: -103.893000), Route carried "on" structure: Spur State highway L53C, Year Built: 1970, Year Reconstructed: 2005, Status: Open, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 160 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 208 (year 2038), Features Intersected: I80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.024, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: S080 00846, Location: BUSHNELL INTRCHG (Lat: 41.191800, Lng: -103.893000), Route carried "on" structure: Spur State highway L53C, Year Built: 1970, Year Reconstructed: 2005, Status: Open, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 160 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 208 (year 2038), Features Intersected: I80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.024, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: SL53C00261, Location: 1S BUSHNELL (Lat: 41.227500, Lng: -103.892900), Route carried "on" structure: Spur State highway L53C, Year Built: 1971, Year Reconstructed: 2010, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 160 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 208 (year 2038), Design Load: HS 20, Features Intersected: LODGEPOLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.420, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: SL53C00261, Location: 1S BUSHNELL (Lat: 41.227500, Lng: -103.892900), Route carried "on" structure: Spur State highway L53C, Year Built: 1971, Year Reconstructed: 2010, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 160 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 208 (year 2038), Design Load: HS 20, Features Intersected: LODGEPOLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.420, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: C005301705P, Location: W EDGE OF BUSHNELL (Lat: 41.230000, Lng: -103.896700), Route carried "under" structure: County highway P17, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 100 (year 2003), Truck Traffic: 10%, Features Intersected: UPRR 817-668-B, Facility Carried by Structure: UPRR
Minimum Vertical Clearance: 3.65m (11.98ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 4.3m (14.1ft)
Structure Number: C005301705P, Location: W EDGE OF BUSHNELL (Lat: 41.230000, Lng: -103.896700), Route carried "under" structure: County highway P17, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 100 (year 2003), Truck Traffic: 10%, Features Intersected: UPRR 817-668-B, Facility Carried by Structure: UPRR
Minimum Vertical Clearance: 3.65m (11.98ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 4.3m (14.1ft)
Find on map >> Show street view
Structure Number: S080 00648L, Location: 2W BUSHNELL INTRCHG (Lat: 41.192000, Lng: -103.931000), Route carried "under" structure: County highway 115, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 65 (year 1997), Truck Traffic: 44%, Features Intersected: COUNTY HIGHWAY, Facility Carried by Structure: I80
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.6m (38.1ft)
Structure Number: S080 00648L, Location: 2W BUSHNELL INTRCHG (Lat: 41.192000, Lng: -103.931000), Route carried "under" structure: County highway 115, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 65 (year 1997), Truck Traffic: 44%, Features Intersected: COUNTY HIGHWAY, Facility Carried by Structure: I80
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.6m (38.1ft)
Find on map >> Show street view
Structure Number: S080 00648R, Location: 2W BUSHNELL INTERCHG (Lat: 41.191800, Lng: -103.931200), Route carried "under" structure: County highway 115, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 65 (year 1997), Truck Traffic: 44%, Features Intersected: ROAD 13, Facility Carried by Structure: I80
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.7m (38.4ft)
Structure Number: S080 00648R, Location: 2W BUSHNELL INTERCHG (Lat: 41.191800, Lng: -103.931200), Route carried "under" structure: County highway 115, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 65 (year 1997), Truck Traffic: 44%, Features Intersected: ROAD 13, Facility Carried by Structure: I80
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.7m (38.4ft)
Find on map >> Show street view
Structure Number: S080 00846, Location: BUSHNELL INTRCHG (Lat: 41.191800, Lng: -103.893000), Route carried "under" structure: Interstate 80, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 7,910 (year 2013), Truck Traffic: 58%, Features Intersected: I80, Facility Carried by Structure: L53C BUSHNELL CNLK
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 1.362, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
Structure Number: S080 00846, Location: BUSHNELL INTRCHG (Lat: 41.191800, Lng: -103.893000), Route carried "under" structure: Interstate 80, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 7,910 (year 2013), Truck Traffic: 58%, Features Intersected: I80, Facility Carried by Structure: L53C BUSHNELL CNLK
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 1.362, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)