Bridge Statistics for Goehner, Nebraska (NE)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 128ft / 38.9mTotal length
- 129,570Total average daily traffic
- 39,835Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Goehner
- No street view available for this location
- New bridges - historical statistics
- 91960-1969
- 41980-1989
- 21990-1999
- Bridge Condition - Substructure
- 80.0%Good
- 20.0%Satisfactory
- Bridge Condition - Channel
- 42.9%Good
- 42.9%Satisfactory
- 14.3%Poor
- Bridge Condition - Culverts
- 83.3%Good
- 16.7%Satisfactory
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Structure Number: C008001315, Location: 1.2S 2W OF GOEHNER (Lat: 40.811700, Lng: -97.253300), Route carried "on" structure: County highway 13, Year Built: 1989, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 45 (year 2003), Average Future Daily Traffic: 65 (year 2033), Features Intersected: WALNUT 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: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: C008001315, Location: 1.2S 2W OF GOEHNER (Lat: 40.811700, Lng: -97.253300), Route carried "on" structure: County highway 13, Year Built: 1989, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 45 (year 2003), Average Future Daily Traffic: 65 (year 2033), Features Intersected: WALNUT 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: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: C008002113, Location: 2E .2N OF GOEHNER (Lat: 40.838300, Lng: -97.178300), Route carried "on" structure: County highway 21, Year Built: 1988, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 50 (year 2003), Average Future Daily Traffic: 72 (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: 8.5m (27.9ft), 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: 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: C008002113, Location: 2E .2N OF GOEHNER (Lat: 40.838300, Lng: -97.178300), Route carried "on" structure: County highway 21, Year Built: 1988, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 50 (year 2003), Average Future Daily Traffic: 72 (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: 8.5m (27.9ft), 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: 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: C00800231, Location: 3E OF GOEHNER (Lat: 40.835300, Lng: -97.158800), Route carried "on" structure: County highway 7753, Year Built: 1982, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 65 (year 1998), Average Future Daily Traffic: 110 (year 2033), Features Intersected: CROOKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.710, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: C00800231, Location: 3E OF GOEHNER (Lat: 40.835300, Lng: -97.158800), Route carried "on" structure: County highway 7753, Year Built: 1982, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 65 (year 1998), Average Future Daily Traffic: 110 (year 2033), Features Intersected: CROOKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.710, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: C00800301, Location: 3S 3.6E UTICA (Lat: 40.843300, Lng: -97.280000), Route carried "on" structure: County highway 30, Year Built: 1991, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 25 (year 2003), Average Future Daily Traffic: 36 (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: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: C00800301, Location: 3S 3.6E UTICA (Lat: 40.843300, Lng: -97.280000), Route carried "on" structure: County highway 30, Year Built: 1991, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 25 (year 2003), Average Future Daily Traffic: 36 (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: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: C008011105, Location: 3W OF GOEHNER (Lat: 40.833300, Lng: -97.273300), Route carried "on" structure: County highway 111, Year Built: 1986, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 50 (year 2003), Average Future Daily Traffic: 72 (year 2033), Features Intersected: WALNUT 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: 8.5m (27.9ft), Skew: 3 degrees, 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: C008011105, Location: 3W OF GOEHNER (Lat: 40.833300, Lng: -97.273300), Route carried "on" structure: County highway 111, Year Built: 1986, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 50 (year 2003), Average Future Daily Traffic: 72 (year 2033), Features Intersected: WALNUT 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: 8.5m (27.9ft), Skew: 3 degrees, 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: C00801111, Location: 2.5W 1N GOEHNER (Lat: 40.851700, Lng: -97.273300), Route carried "on" structure: County highway 111, Year Built: 1993, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 20 (year 2003), Average Future Daily Traffic: 29 (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: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: C00801111, Location: 2.5W 1N GOEHNER (Lat: 40.851700, Lng: -97.273300), Route carried "on" structure: County highway 111, Year Built: 1993, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 20 (year 2003), Average Future Daily Traffic: 29 (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: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: S080 37114, Location: 2E BEAVER CROSSING INTRCH (Lat: 40.822000, Lng: -97.254000), Route carried "on" structure: County highway 13, Year Built: 1964, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 20 (year 2003), Average Future Daily Traffic: 29 (year 2033), Design Load: H 15, Features Intersected: I80, Facility Carried by Structure: 392 RD
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: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.0 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: S080 37114, Location: 2E BEAVER CROSSING INTRCH (Lat: 40.822000, Lng: -97.254000), Route carried "on" structure: County highway 13, Year Built: 1964, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 20 (year 2003), Average Future Daily Traffic: 29 (year 2033), Design Load: H 15, Features Intersected: I80, Facility Carried by Structure: 392 RD
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: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.0 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: S080 37312, Location: GOEHNER INTRCHG (Lat: 40.822500, Lng: -97.216100), Route carried "on" structure: Spur State highway L80G, Year Built: 1964, Year Reconstructed: 2021, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 815 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 1,182 (year 2038), Design Load: H 20, Features Intersected: I80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.039, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.8m (81.4ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.32m (27.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up
Structure Number: S080 37312, Location: GOEHNER INTRCHG (Lat: 40.822500, Lng: -97.216100), Route carried "on" structure: Spur State highway L80G, Year Built: 1964, Year Reconstructed: 2021, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 815 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 1,182 (year 2038), Design Load: H 20, Features Intersected: I80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.039, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.8m (81.4ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.32m (27.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up
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Structure Number: S080 37456, Location: 1E GOEHNER INTRCHG (Lat: 40.822300, Lng: -97.188700), Route carried "on" structure: Interstate 80, Year Built: 1964, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 28,465 (year 2018), Truck Traffic: 30%, Average Future Daily Traffic: 31,312 (year 2038), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.279, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), 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: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: S080 37456, Location: 1E GOEHNER INTRCHG (Lat: 40.822300, Lng: -97.188700), Route carried "on" structure: Interstate 80, Year Built: 1964, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 28,465 (year 2018), Truck Traffic: 30%, Average Future Daily Traffic: 31,312 (year 2038), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.279, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), 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: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: S080 37512, Location: 2E GOEHNER INTRCHG (Lat: 40.822200, Lng: -97.178100), Route carried "on" structure: County highway 21, Year Built: 1964, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 25 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 36 (year 2033), Design Load: H 15, Features Intersected: I80, 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: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 30.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.0 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: S080 37512, Location: 2E GOEHNER INTRCHG (Lat: 40.822200, Lng: -97.178100), Route carried "on" structure: County highway 21, Year Built: 1964, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 25 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 36 (year 2033), Design Load: H 15, Features Intersected: I80, 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: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 30.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.0 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: S080 37612, Location: 3W SEWARD INTRCHG (Lat: 40.822000, Lng: -97.159000), Route carried "on" structure: County highway 7753, Year Built: 1964, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 90 (year 1998), Average Future Daily Traffic: 90 (year 2033), Features Intersected: I80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.565, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 30.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: S080 37612, Location: 3W SEWARD INTRCHG (Lat: 40.822000, Lng: -97.159000), Route carried "on" structure: County highway 7753, Year Built: 1964, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 90 (year 1998), Average Future Daily Traffic: 90 (year 2033), Features Intersected: I80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.565, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 30.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: S080 37114, Location: 2E BEAVER CROSSING INTRCH (Lat: 40.822000, Lng: -97.254000), Route carried "under" structure: Interstate 80, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 24,765 (year 2013), Truck Traffic: 32%, Features Intersected: I80, Facility Carried by Structure: 392 RD
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 59.729, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: S080 37114, Location: 2E BEAVER CROSSING INTRCH (Lat: 40.822000, Lng: -97.254000), Route carried "under" structure: Interstate 80, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 24,765 (year 2013), Truck Traffic: 32%, Features Intersected: I80, Facility Carried by Structure: 392 RD
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 59.729, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: S080 37312, Location: GOEHNER INTRCHG (Lat: 40.822500, Lng: -97.216100), Route carried "under" structure: Interstate 80, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 25,045 (year 2013), Truck Traffic: 31%, Features Intersected: I80
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 60.048, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.8m (81.4ft)
Structure Number: S080 37312, Location: GOEHNER INTRCHG (Lat: 40.822500, Lng: -97.216100), Route carried "under" structure: Interstate 80, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 25,045 (year 2013), Truck Traffic: 31%, Features Intersected: I80
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 60.048, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.8m (81.4ft)
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Structure Number: S080 37512, Location: 2E GOEHNER INTRCHG (Lat: 40.822200, Lng: -97.178100), Route carried "under" structure: Interstate 80, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 25,045 (year 2013), Truck Traffic: 31%, Features Intersected: I80, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 60.370, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: S080 37512, Location: 2E GOEHNER INTRCHG (Lat: 40.822200, Lng: -97.178100), Route carried "under" structure: Interstate 80, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 25,045 (year 2013), Truck Traffic: 31%, Features Intersected: I80, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 60.370, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: S080 37612, Location: 3W SEWARD INTRCHG (Lat: 40.822000, Lng: -97.159000), Route carried "under" structure: Interstate 80, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 25,045 (year 2013), Truck Traffic: 31%, Features Intersected: I80, Facility Carried by Structure: COLL 7753
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 60.531, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: S080 37612, Location: 3W SEWARD INTRCHG (Lat: 40.822000, Lng: -97.159000), Route carried "under" structure: Interstate 80, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 25,045 (year 2013), Truck Traffic: 31%, Features Intersected: I80, Facility Carried by Structure: COLL 7753
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 60.531, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)