Bridge Statistics for Dix, Nebraska (NE)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 112ft / 33.8mTotal length
- 39,820Total average daily traffic
- 23,744Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Dix
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21950-1959
- 41970-1979
- 21980-1989
- 21990-1999
- Reconstructed bridges - Historical Statistics
- 21960-1969
- 11970-1979
- 01980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 25.0%Very good
- 75.0%Good
- Bridge Condition - Substructure
- 25.0%Very good
- 75.0%Good
- Bridge Condition - Channel
- 60.0%Very good
- 40.0%Good
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: C00531572, Location: 2W .7N OF DIX (Lat: 41.248300, Lng: -103.526700), Route carried "on" structure: County highway 157, Year Built: 1985, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 100 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 170 (year 2033), Features Intersected: DRY CREEK, 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: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 38.0 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: C00531572, Location: 2W .7N OF DIX (Lat: 41.248300, Lng: -103.526700), Route carried "on" structure: County highway 157, Year Built: 1985, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 100 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 170 (year 2033), Features Intersected: DRY CREEK, 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: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 38.0 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: C00531612, Location: JCT I80/L-53A 3.4S (Lat: 41.170600, Lng: -103.491700), Route carried "on" structure: County highway 1015, Year Built: 1989, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 125 (year 2011), Average Future Daily Traffic: 125 (year 2033), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.505, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 67.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: C00531612, Location: JCT I80/L-53A 3.4S (Lat: 41.170600, Lng: -103.491700), Route carried "on" structure: County highway 1015, Year Built: 1989, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 125 (year 2011), Average Future Daily Traffic: 125 (year 2033), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.505, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 67.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: S030 03162, Location: 1E DIX (Lat: 41.234300, Lng: -103.474900), Route carried "on" structure: US 30, Year Built: 1932, Year Reconstructed: 1978, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 820 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 1,066 (year 2038), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.089, Lanes on structure: 2, Base Highway Network: Yes, 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 03162, Location: 1E DIX (Lat: 41.234300, Lng: -103.474900), Route carried "on" structure: US 30, Year Built: 1932, Year Reconstructed: 1978, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 820 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 1,066 (year 2038), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.089, Lanes on structure: 2, Base Highway Network: Yes, 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
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Structure Number: S080 02775, Location: 2W DIX INTERCHG (Lat: 41.221200, Lng: -103.528800), Route carried "on" structure: County highway 57, Year Built: 1973, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 20 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 26 (year 2033), Design Load: HS 20, Features Intersected: I80, Facility Carried by Structure: RD 55E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: S080 02775, Location: 2W DIX INTERCHG (Lat: 41.221200, Lng: -103.528800), Route carried "on" structure: County highway 57, Year Built: 1973, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 20 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 26 (year 2033), Design Load: HS 20, Features Intersected: I80, Facility Carried by Structure: RD 55E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: S080 02842, Location: 1W DIX INTERCHG (Lat: 41.221100, Lng: -103.515800), Route carried "on" structure: Interstate 80, Year Built: 1955, Year Reconstructed: 1973, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 7,845 (year 2018), Truck Traffic: 62%, Average Future Daily Traffic: 7,845 (year 2038), Design Load: HS 20, Features Intersected: LODGEPOLE CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.574, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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 2021
Structure Number: S080 02842, Location: 1W DIX INTERCHG (Lat: 41.221100, Lng: -103.515800), Route carried "on" structure: Interstate 80, Year Built: 1955, Year Reconstructed: 1973, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 7,845 (year 2018), Truck Traffic: 62%, Average Future Daily Traffic: 7,845 (year 2038), Design Load: HS 20, Features Intersected: LODGEPOLE CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.574, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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 2021
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Structure Number: S080 02976, Location: DIX INTERCHG (Lat: 41.220900, Lng: -103.490100), Route carried "on" structure: Spur State highway L53A, Year Built: 1996, Year Reconstructed: 2014, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 440 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 572 (year 2038), Design Load: HS 25 or greater, Features Intersected: I80, Facility Carried by Structure: LINK 53A & RD 59E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.019, 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: 30.5m (100.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: S080 02976, Location: DIX INTERCHG (Lat: 41.220900, Lng: -103.490100), Route carried "on" structure: Spur State highway L53A, Year Built: 1996, Year Reconstructed: 2014, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 440 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 572 (year 2038), Design Load: HS 25 or greater, Features Intersected: I80, Facility Carried by Structure: LINK 53A & RD 59E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.019, 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: 30.5m (100.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: S080 03052, Location: 1E DIX INTERCHG (Lat: 41.221300, Lng: -103.475500), Route carried "on" structure: Interstate 80, Year Built: 1955, Year Reconstructed: 1973, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 7,800 (year 2018), Truck Traffic: 62%, Average Future Daily Traffic: 7,800 (year 2038), Design Load: HS 20, Features Intersected: LODGEPOLE CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.912, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), 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: Satisfactory, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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 2021
Structure Number: S080 03052, Location: 1E DIX INTERCHG (Lat: 41.221300, Lng: -103.475500), Route carried "on" structure: Interstate 80, Year Built: 1955, Year Reconstructed: 1973, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 7,800 (year 2018), Truck Traffic: 62%, Average Future Daily Traffic: 7,800 (year 2038), Design Load: HS 20, Features Intersected: LODGEPOLE CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.912, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), 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: Satisfactory, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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 2021
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Structure Number: S080 03171, Location: 2E DIX INTERCHG (Lat: 41.222300, Lng: -103.452800), Route carried "on" structure: County highway 65, Year Built: 1973, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 20 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 26 (year 2033), Design Load: H 20, Features Intersected: I80, Facility Carried by Structure: RD 63E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: S080 03171, Location: 2E DIX INTERCHG (Lat: 41.222300, Lng: -103.452800), Route carried "on" structure: County highway 65, Year Built: 1973, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 20 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 26 (year 2033), Design Load: H 20, Features Intersected: I80, Facility Carried by Structure: RD 63E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: S080 02775, Location: 2W DIX INTERCHG (Lat: 41.221200, Lng: -103.528800), Route carried "under" structure: Interstate 80, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 7,470 (year 2013), Truck Traffic: 62%, Features Intersected: I80, Facility Carried by Structure: RD 55E
Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 4.466, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: S080 02775, Location: 2W DIX INTERCHG (Lat: 41.221200, Lng: -103.528800), Route carried "under" structure: Interstate 80, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 7,470 (year 2013), Truck Traffic: 62%, Features Intersected: I80, Facility Carried by Structure: RD 55E
Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 4.466, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
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Structure Number: S080 02976, Location: DIX INTERCHG (Lat: 41.220900, Lng: -103.490100), Route carried "under" structure: Interstate 80, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 7,590 (year 2013), Truck Traffic: 61%, Features Intersected: I80, Facility Carried by Structure: LINK 53A & RD 59E
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 4.789, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: S080 02976, Location: DIX INTERCHG (Lat: 41.220900, Lng: -103.490100), Route carried "under" structure: Interstate 80, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 7,590 (year 2013), Truck Traffic: 61%, Features Intersected: I80, Facility Carried by Structure: LINK 53A & RD 59E
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 4.789, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
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Structure Number: S080 03171, Location: 2E DIX INTERCHG (Lat: 41.222300, Lng: -103.452800), Route carried "under" structure: Interstate 80, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 7,590 (year 2013), Truck Traffic: 61%, Features Intersected: I80, Facility Carried by Structure: RD 63E
Minimum Vertical Clearance: 6.12m (20.08ft), Kilometerpoint: 5.103, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: S080 03171, Location: 2E DIX INTERCHG (Lat: 41.222300, Lng: -103.452800), Route carried "under" structure: Interstate 80, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 7,590 (year 2013), Truck Traffic: 61%, Features Intersected: I80, Facility Carried by Structure: RD 63E
Minimum Vertical Clearance: 6.12m (20.08ft), Kilometerpoint: 5.103, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)