Bridge Statistics for Seward, Nebraska (NE)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 11920-1929
- 81930-1939
- 21950-1959
- 111960-1969
- 21970-1979
- 101980-1989
- 61990-1999
- 62000-2009
- 22010-2019
- 22020-2022
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 61970-1979
- 11980-1989
- 01990-1999
- 02000-2009
- 22010-2019
- Bridge Condition - Deck
- 3.4%Excellent
- 13.8%Very good
- 31.0%Good
- 20.7%Satisfactory
- 20.7%Fair
- 10.3%Poor
- Bridge Condition - Superstructure
- 3.4%Excellent
- 13.8%Very good
- 44.8%Good
- 17.2%Satisfactory
- 6.9%Fair
- 13.8%Poor
- Bridge Condition - Substructure
- 3.4%Excellent
- 13.8%Very good
- 37.9%Good
- 17.2%Satisfactory
- 17.2%Fair
- 10.3%Poor
- Bridge Condition - Channel
- 2.2%Excellent
- 22.2%Very good
- 35.6%Good
- 22.2%Satisfactory
- 13.3%Fair
- 4.4%Poor
- Bridge Condition - Culverts
- 5.3%Excellent
- 21.1%Very good
- 68.4%Good
- 5.3%Fair
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Structure Number: S080 37731R, Location: 2W SEWARD INTRCHNG (Lat: 40.822100, Lng: -97.136200), Route carried "on" structure: Interstate 80, Year Built: 1964, Year Reconstructed: 2021, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 28,465 (year 2018), Truck Traffic: 30%, Average Future Daily Traffic: 31,312 (year 2038), Design Load: HS 20, Features Intersected: CROOKED CREEK SO BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.722, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.0m (29.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: S080 37731R, Location: 2W SEWARD INTRCHNG (Lat: 40.822100, Lng: -97.136200), Route carried "on" structure: Interstate 80, Year Built: 1964, Year Reconstructed: 2021, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 28,465 (year 2018), Truck Traffic: 30%, Average Future Daily Traffic: 31,312 (year 2038), Design Load: HS 20, Features Intersected: CROOKED CREEK SO BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.722, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.0m (29.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: S080 37811, Location: 1W SEWARD INTRCHG (Lat: 40.822000, Lng: -97.121000), Route carried "on" structure: County highway 27, Year Built: 1964, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 35 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 50 (year 2033), Design Load: H 15, Features Intersected: I80, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.639, 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: 0.5m (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: Satisfactory, 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 37811, Location: 1W SEWARD INTRCHG (Lat: 40.822000, Lng: -97.121000), Route carried "on" structure: County highway 27, Year Built: 1964, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 35 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 50 (year 2033), Design Load: H 15, Features Intersected: I80, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.639, 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: 0.5m (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: Satisfactory, 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 37911, Location: SEWARD INTRCHNG (Lat: 40.822000, Lng: -97.101800), Route carried "on" structure: State highway 15, Year Built: 1964, Year Reconstructed: 1982, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 3,295 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 4,778 (year 2038), Design Load: H 20, Features Intersected: I80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.749, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, 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: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 48.0 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.86m (25.79ft), 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 37911, Location: SEWARD INTRCHNG (Lat: 40.822000, Lng: -97.101800), Route carried "on" structure: State highway 15, Year Built: 1964, Year Reconstructed: 1982, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 3,295 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 4,778 (year 2038), Design Load: H 20, Features Intersected: I80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.749, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, 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: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 48.0 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.86m (25.79ft), 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: SS80C00011, Location: 3E STAPLEHURST (Lat: 40.974000, Lng: -97.103500), Route carried "on" structure: Spur State highway S80C, Year Built: 1957, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 945 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,323 (year 2038), Design Load: H 15, Features Intersected: BIG WEEDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.018, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.0 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: Somewhat better than minimum adequacy, Deck Geometry: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SS80C00011, Location: 3E STAPLEHURST (Lat: 40.974000, Lng: -97.103500), Route carried "on" structure: Spur State highway S80C, Year Built: 1957, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 945 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,323 (year 2038), Design Load: H 15, Features Intersected: BIG WEEDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.018, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.0 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: Somewhat better than minimum adequacy, Deck Geometry: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: U220002010P, Location: IN SEWARD (Lat: 40.911700, Lng: -97.111700), Route carried "on" structure: City street P20, Year Built: 1998, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 25 (year 2003), Average Future Daily Traffic: 36 (year 2033), Features Intersected: BIG BLUE RIVER, Facility Carried by Structure: CITY PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 41.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: U220002010P, Location: IN SEWARD (Lat: 40.911700, Lng: -97.111700), Route carried "on" structure: City street P20, Year Built: 1998, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 25 (year 2003), Average Future Daily Traffic: 36 (year 2033), Features Intersected: BIG BLUE RIVER, Facility Carried by Structure: CITY PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 41.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: S080 37811, Location: 1W SEWARD INTRCHG (Lat: 40.822000, Lng: -97.121000), 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: 5.23m (17.16ft), Kilometerpoint: 60.851, 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 37811, Location: 1W SEWARD INTRCHG (Lat: 40.822000, Lng: -97.121000), 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: 5.23m (17.16ft), Kilometerpoint: 60.851, 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 37911, Location: SEWARD INTRCHNG (Lat: 40.822000, Lng: -97.101800), Route carried "under" structure: Interstate 80, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 26,170 (year 2013), Truck Traffic: 31%, Features Intersected: I80, Facility Carried by Structure: N15
Minimum Vertical Clearance: 5.10m (16.73ft), Kilometerpoint: 61.012, 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 37911, Location: SEWARD INTRCHNG (Lat: 40.822000, Lng: -97.101800), Route carried "under" structure: Interstate 80, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 26,170 (year 2013), Truck Traffic: 31%, Features Intersected: I80, Facility Carried by Structure: N15
Minimum Vertical Clearance: 5.10m (16.73ft), Kilometerpoint: 61.012, 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)