Bridge Statistics for Waterloo, Nebraska (NE)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 236ft / 71.8mTotal length
- 243,192Total average daily traffic
- 19,625Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Waterloo
- No street view available for this location
- New bridges - historical statistics
- 81980-1989
- 11990-1999
- 92000-2009
- Bridge Condition - Deck
- 75.0%Good
- 25.0%Satisfactory
- Bridge Condition - Superstructure
- 25.0%Very good
- 75.0%Good
- Bridge Condition - Substructure
- 37.5%Very good
- 12.5%Good
- 50.0%Satisfactory
- Bridge Condition - Channel
- 33.3%Very good
- 44.4%Good
- 22.2%Satisfactory
- Bridge Condition - Culverts
- 16.7%Very good
- 66.7%Good
- 16.7%Satisfactory
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Structure Number: C002801403P, Location: JCT US275/N64 .75E (Lat: 41.294100, Lng: -96.278900), Route carried "on" structure: County highway P14, Year Built: 1989, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5 (year 2003), Average Future Daily Traffic: 6 (year 2033), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: OLD MAPLE ROAD
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: 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: C002801403P, Location: JCT US275/N64 .75E (Lat: 41.294100, Lng: -96.278900), Route carried "on" structure: County highway P14, Year Built: 1989, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5 (year 2003), Average Future Daily Traffic: 6 (year 2033), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: OLD MAPLE ROAD
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: 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: C002801805, Location: .5S OF WATERLOO (Lat: 41.277500, Lng: -96.286100), Route carried "on" structure: County highway 18, Year Built: 2002, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 107 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 250 (year 2033), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: BLONDO STREET
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: C002801805, Location: .5S OF WATERLOO (Lat: 41.277500, Lng: -96.286100), Route carried "on" structure: County highway 18, Year Built: 2002, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 107 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 250 (year 2033), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: BLONDO STREET
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: C002802005, Location: 1.5S 1W WATERLOO (Lat: 41.262800, Lng: -96.311300), Route carried "on" structure: County highway 20, Year Built: 1990, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,030 (year 2011), Average Future Daily Traffic: 820 (year 2033), Design Load: HS 20, Features Intersected: ELKHORN RIVER TRIB, Facility Carried by Structure: WEST DODGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.163, Lanes on structure: 2, Owner: County 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: 2.1m (6.9ft)
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 2020
Structure Number: C002802005, Location: 1.5S 1W WATERLOO (Lat: 41.262800, Lng: -96.311300), Route carried "on" structure: County highway 20, Year Built: 1990, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,030 (year 2011), Average Future Daily Traffic: 820 (year 2033), Design Load: HS 20, Features Intersected: ELKHORN RIVER TRIB, Facility Carried by Structure: WEST DODGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.163, Lanes on structure: 2, Owner: County 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: 2.1m (6.9ft)
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 2020
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Structure Number: S064 06033, Location: 1NE WATERLOO (Lat: 41.293600, Lng: -96.283200), Route carried "on" structure: State highway 64, Year Built: 1984, Year Reconstructed: 2017, Status: Open, Structure Length: 12.31m (40.39ft), Average Daily Traffic: 5,055 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 9,099 (year 2038), Design Load: HS 20, Features Intersected: ELKHORN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.709, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.5m (155.8ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 26.4m (86.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: S064 06033, Location: 1NE WATERLOO (Lat: 41.293600, Lng: -96.283200), Route carried "on" structure: State highway 64, Year Built: 1984, Year Reconstructed: 2017, Status: Open, Structure Length: 12.31m (40.39ft), Average Daily Traffic: 5,055 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 9,099 (year 2038), Design Load: HS 20, Features Intersected: ELKHORN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.709, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.5m (155.8ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 26.4m (86.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, 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: S064 06054, Location: 1E WATERLOO (Lat: 41.294400, Lng: -96.279200), Route carried "on" structure: State highway 64, Year Built: 1981, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,055 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 9,099 (year 2038), Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.743, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 2 degrees, 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: March 2022
Structure Number: S064 06054, Location: 1E WATERLOO (Lat: 41.294400, Lng: -96.279200), Route carried "on" structure: State highway 64, Year Built: 1981, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,055 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 9,099 (year 2038), Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.743, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 2 degrees, 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: March 2022
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Structure Number: S064 06064, Location: 1E WATERLOO (Lat: 41.294700, Lng: -96.277300), Route carried "on" structure: State highway 64, Year Built: 1981, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 5,055 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 9,099 (year 2038), Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.759, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: S064 06064, Location: 1E WATERLOO (Lat: 41.294700, Lng: -96.277300), Route carried "on" structure: State highway 64, Year Built: 1981, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 5,055 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 9,099 (year 2038), Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.759, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: S275 16648, Location: SEJCT US275/N64 .2S (Lat: 41.292600, Lng: -96.295600), Route carried "on" structure: US 275, Year Built: 1984, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 25,005 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 40,008 (year 2038), Features Intersected: N64
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.792, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 23 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 26.0m (85.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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 minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: S275 16648, Location: SEJCT US275/N64 .2S (Lat: 41.292600, Lng: -96.295600), Route carried "on" structure: US 275, Year Built: 1984, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 25,005 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 40,008 (year 2038), Features Intersected: N64
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.792, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 23 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 26.0m (85.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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 minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, 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: S275 16664, Location: .2E WATERLOO (Lat: 41.290600, Lng: -96.293900), Route carried "on" structure: US 275, Year Built: 1984, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 25,005 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 40,008 (year 2038), Features Intersected: UPRR 816-864-E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.818, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 25 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.9m (130.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: S275 16664, Location: .2E WATERLOO (Lat: 41.290600, Lng: -96.293900), Route carried "on" structure: US 275, Year Built: 1984, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 25,005 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 40,008 (year 2038), Features Intersected: UPRR 816-864-E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.818, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 25 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.9m (130.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, 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: S275 16725, Location: SEJCT US275/N64 .7S (Lat: 41.281800, Lng: -96.293600), Route carried "on" structure: US 275, Year Built: 1984, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 23,065 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 36,904 (year 2038), Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.916, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Very 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: March 2022
Structure Number: S275 16725, Location: SEJCT US275/N64 .7S (Lat: 41.281800, Lng: -96.293600), Route carried "on" structure: US 275, Year Built: 1984, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 23,065 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 36,904 (year 2038), Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.916, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Very 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: March 2022
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Structure Number: S275 16755, Location: 2W ELKHORN (Lat: 41.277600, Lng: -96.293200), Route carried "on" structure: County highway 180, Year Built: 2004, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 12,970 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 20,752 (year 2033), Features Intersected: US275, Facility Carried by Structure: COUNTY HIGHWAY
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: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: S275 16755, Location: 2W ELKHORN (Lat: 41.277600, Lng: -96.293200), Route carried "on" structure: County highway 180, Year Built: 2004, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 12,970 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 20,752 (year 2033), Features Intersected: US275, Facility Carried by Structure: COUNTY HIGHWAY
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: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, 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: S275 1684, Location: 2W 1S ELKHORN (Lat: 41.265500, Lng: -96.291000), Route carried "on" structure: US 275, Year Built: 2004, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 6,900 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 11,040 (year 2038), Features Intersected: L28B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.101, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 53.9m (176.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: S275 1684, Location: 2W 1S ELKHORN (Lat: 41.265500, Lng: -96.291000), Route carried "on" structure: US 275, Year Built: 2004, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 6,900 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 11,040 (year 2038), Features Intersected: L28B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.101, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 53.9m (176.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, 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: SL28B00048, Location: 2W 1S ELKHORN (Lat: 41.263200, Lng: -96.286900), Route carried "on" structure: Ramp State highway L28B, Year Built: 2004, Status: Open, Structure Length: 10.27m (33.69ft), Average Daily Traffic: 26,635 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 42,616 (year 2038), Features Intersected: L28B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.077, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 53.9m (176.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: SL28B00048, Location: 2W 1S ELKHORN (Lat: 41.263200, Lng: -96.286900), Route carried "on" structure: Ramp State highway L28B, Year Built: 2004, Status: Open, Structure Length: 10.27m (33.69ft), Average Daily Traffic: 26,635 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 42,616 (year 2038), Features Intersected: L28B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.077, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 53.9m (176.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, 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: SL28B00093L, Location: 1W 1S ELKHORN (Lat: 41.263400, Lng: -96.277600), Route carried "on" structure: Spur State highway L28B, Year Built: 2004, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 26,635 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 42,616 (year 2038), Features Intersected: ELKHORN RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.150, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 87.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: SL28B00093L, Location: 1W 1S ELKHORN (Lat: 41.263400, Lng: -96.277600), Route carried "on" structure: Spur State highway L28B, Year Built: 2004, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 26,635 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 42,616 (year 2038), Features Intersected: ELKHORN RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.150, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 87.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, 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: SL28B00093R, Location: 1W 1S ELKHORN (Lat: 41.263200, Lng: -96.277500), Route carried "on" structure: Spur State highway L28B, Year Built: 2004, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 26,635 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 42,616 (year 2038), Features Intersected: ELKHORN RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.150, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 87.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.0 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: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: SL28B00093R, Location: 1W 1S ELKHORN (Lat: 41.263200, Lng: -96.277500), Route carried "on" structure: Spur State highway L28B, Year Built: 2004, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 26,635 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 42,616 (year 2038), Features Intersected: ELKHORN RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.150, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 87.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.0 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: March 2022, 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: S275 16648, Location: SEJCT US275/N64 .2S (Lat: 41.292600, Lng: -96.295600), Route carried "under" structure: State highway 64, Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 7,130 (year 2010), Truck Traffic: 8%, Features Intersected: N64, Facility Carried by Structure: US275
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 9.605, Lanes on structure: 5, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
Structure Number: S275 16648, Location: SEJCT US275/N64 .2S (Lat: 41.292600, Lng: -96.295600), Route carried "under" structure: State highway 64, Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 7,130 (year 2010), Truck Traffic: 8%, Features Intersected: N64, Facility Carried by Structure: US275
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 9.605, Lanes on structure: 5, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
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Structure Number: S275 16755, Location: 2W ELKHORN (Lat: 41.277600, Lng: -96.293200), Route carried "under" structure: US 275, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 18,200 (year 2010), Truck Traffic: 9%, Features Intersected: US275, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 26.965, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: S275 16755, Location: 2W ELKHORN (Lat: 41.277600, Lng: -96.293200), Route carried "under" structure: US 275, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 18,200 (year 2010), Truck Traffic: 9%, Features Intersected: US275, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 26.965, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
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Structure Number: S275 1684, Location: 2W 1S ELKHORN (Lat: 41.265500, Lng: -96.291000), Route carried "under" structure: State highway L28B, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 8,470 (year 2012), Truck Traffic: 8%, Features Intersected: L28B, Facility Carried by Structure: US-275 NB
Minimum Vertical Clearance: 5.62m (18.44ft), Kilometerpoint: 0.045, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 53.9m (176.8ft)
Structure Number: S275 1684, Location: 2W 1S ELKHORN (Lat: 41.265500, Lng: -96.291000), Route carried "under" structure: State highway L28B, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 8,470 (year 2012), Truck Traffic: 8%, Features Intersected: L28B, Facility Carried by Structure: US-275 NB
Minimum Vertical Clearance: 5.62m (18.44ft), Kilometerpoint: 0.045, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 53.9m (176.8ft)
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Structure Number: SL28B00048, Location: 2W 1S ELKHORN (Lat: 41.263200, Lng: -96.286900), Route carried "under" structure: State highway L28B, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 20,235 (year 2012), Truck Traffic: 7%, Features Intersected: L28B
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 0.077, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 53.9m (176.8ft)
Structure Number: SL28B00048, Location: 2W 1S ELKHORN (Lat: 41.263200, Lng: -96.286900), Route carried "under" structure: State highway L28B, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 20,235 (year 2012), Truck Traffic: 7%, Features Intersected: L28B
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 0.077, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 53.9m (176.8ft)