Bridge Statistics for Walton, Nebraska (NE)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 72ft / 22.2mTotal length
- 18,426Total average daily traffic
- 764Total average daily truck traffic
- 23,261Total future (year 2033) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Walton
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 21940-1949
- 11960-1969
- 31970-1979
- 31980-1989
- 11990-1999
- 12000-2009
- 22010-2019
- Bridge Condition - Deck
- 11.1%Good
- 11.1%Satisfactory
- 77.8%Fair
- Bridge Condition - Superstructure
- 22.2%Good
- 33.3%Satisfactory
- 44.4%Fair
- Bridge Condition - Substructure
- 22.2%Good
- 33.3%Satisfactory
- 22.2%Fair
- 11.1%Poor
- 11.1%Serious
- Bridge Condition - Channel
- 6.7%Very good
- 13.3%Good
- 20.0%Satisfactory
- 46.7%Fair
- 13.3%Poor
- Bridge Condition - Culverts
- 16.7%Very good
- 33.3%Good
- 50.0%Fair
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Structure Number: C00550362, Location: JCT US77/US34 1.1S 9E (Lat: 40.795800, Lng: -96.587000), Route carried "on" structure: County highway 36, Year Built: 2013, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 262 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 445 (year 2038), Design Load: HL 93, Features Intersected: STREAM (K-163), Facility Carried by Structure: S. 98TH ST
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: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: C00550362, Location: JCT US77/US34 1.1S 9E (Lat: 40.795800, Lng: -96.587000), Route carried "on" structure: County highway 36, Year Built: 2013, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 262 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 445 (year 2038), Design Load: HL 93, Features Intersected: STREAM (K-163), Facility Carried by Structure: S. 98TH ST
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: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: C005513605, Location: .2E OF WALTON (Lat: 40.798600, Lng: -96.557600), Route carried "on" structure: County highway 136, Year Built: 1941, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 265 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 450 (year 2035), Features Intersected: STREAM (J 47), Facility Carried by Structure: A ST
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: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 24.0 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: C005513605, Location: .2E OF WALTON (Lat: 40.798600, Lng: -96.557600), Route carried "on" structure: County highway 136, Year Built: 1941, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 265 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 450 (year 2035), Features Intersected: STREAM (J 47), Facility Carried by Structure: A ST
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: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 24.0 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: C00551361, Location: .5E OF WALTON (Lat: 40.798600, Lng: -96.548500), Route carried "on" structure: County highway 136, Year Built: 1941, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 265 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 450 (year 2035), Features Intersected: STEVENS CREEK (J 46), Facility Carried by Structure: A ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: C00551361, Location: .5E OF WALTON (Lat: 40.798600, Lng: -96.548500), Route carried "on" structure: County highway 136, Year Built: 1941, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 265 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 450 (year 2035), Features Intersected: STEVENS CREEK (J 46), Facility Carried by Structure: A ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: C00551371, Location: JCT US77/US34 7.3E 1.5S (Lat: 40.792100, Lng: -96.567800), Route carried "on" structure: County highway 3375, Year Built: 1960, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 270 (year 2003), Average Future Daily Traffic: 459 (year 2033), Features Intersected: STREAM (J 135)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.412, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 56.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: C00551371, Location: JCT US77/US34 7.3E 1.5S (Lat: 40.792100, Lng: -96.567800), Route carried "on" structure: County highway 3375, Year Built: 1960, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 270 (year 2003), Average Future Daily Traffic: 459 (year 2033), Features Intersected: STREAM (J 135)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.412, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 56.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: C00551382, Location: JCT US34/US77 6.3E 2S (Lat: 40.784100, Lng: -96.586000), Route carried "on" structure: County highway 5208, Year Built: 1984, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 653 (year 2018), Average Future Daily Traffic: 1,110 (year 2040), Features Intersected: STREAM (K 37)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.485, 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: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Fair, 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: April 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: C00551382, Location: JCT US34/US77 6.3E 2S (Lat: 40.784100, Lng: -96.586000), Route carried "on" structure: County highway 5208, Year Built: 1984, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 653 (year 2018), Average Future Daily Traffic: 1,110 (year 2040), Features Intersected: STREAM (K 37)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.485, 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: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Fair, 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: April 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: C005513823, Location: JCT. N2/N43 5N 2W (Lat: 40.783900, Lng: -96.544400), Route carried "on" structure: County highway 3320, Year Built: 2008, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 215 (year 2011), Average Future Daily Traffic: 170 (year 2033), Design Load: HS 20, Features Intersected: STREAM (J-21), Facility Carried by Structure: VAN DORN ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.251, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: C005513823, Location: JCT. N2/N43 5N 2W (Lat: 40.783900, Lng: -96.544400), Route carried "on" structure: County highway 3320, Year Built: 2008, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 215 (year 2011), Average Future Daily Traffic: 170 (year 2033), Design Load: HS 20, Features Intersected: STREAM (J-21), Facility Carried by Structure: VAN DORN ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.251, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: C005513825, Location: JCT US34/US77 8.6E 2S (Lat: 40.784100, Lng: -96.541800), Route carried "on" structure: County highway 3320, Year Built: 1937, Year Reconstructed: 1982, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 397 (year 2018), Average Future Daily Traffic: 675 (year 2040), Design Load: H 20, Features Intersected: STEVENS CREEK (J 22)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.315, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.0 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: C005513825, Location: JCT US34/US77 8.6E 2S (Lat: 40.784100, Lng: -96.541800), Route carried "on" structure: County highway 3320, Year Built: 1937, Year Reconstructed: 1982, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 397 (year 2018), Average Future Daily Traffic: 675 (year 2040), Design Load: H 20, Features Intersected: STEVENS CREEK (J 22)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.315, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.0 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: C00551392, Location: S EDGE OF WALTON (Lat: 40.795000, Lng: -96.559000), Route carried "on" structure: County highway 139, Year Built: 1920, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 242 (year 2019), Average Future Daily Traffic: 411 (year 2040), Features Intersected: STREAM (J 138), Facility Carried by Structure: S 120TH ST
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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 49.0 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: C00551392, Location: S EDGE OF WALTON (Lat: 40.795000, Lng: -96.559000), Route carried "on" structure: County highway 139, Year Built: 1920, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 242 (year 2019), Average Future Daily Traffic: 411 (year 2040), Features Intersected: STREAM (J 138), Facility Carried by Structure: S 120TH ST
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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 49.0 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: C005514225, Location: JCT N2/N43 1.8W 3N (Lat: 40.755100, Lng: -96.540600), Route carried "on" structure: County highway 3310, Year Built: 1994, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 1,675 (year 2011), Average Future Daily Traffic: 1,675 (year 2033), Design Load: HS 20, Features Intersected: STEVENS CREEK (Q 80)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.688, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: C005514225, Location: JCT N2/N43 1.8W 3N (Lat: 40.755100, Lng: -96.540600), Route carried "on" structure: County highway 3310, Year Built: 1994, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 1,675 (year 2011), Average Future Daily Traffic: 1,675 (year 2033), Design Load: HS 20, Features Intersected: STEVENS CREEK (Q 80)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.688, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: C00551433, Location: JCT US34/US77 9.8E 2.1S (Lat: 40.782000, Lng: -96.520900), Route carried "on" structure: County highway 3365, Year Built: 1978, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 3,500 (year 2011), Average Future Daily Traffic: 3,095 (year 2033), Design Load: HS 20, Features Intersected: STREAM (Q 184)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.784, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Fair, 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: November 2020
Structure Number: C00551433, Location: JCT US34/US77 9.8E 2.1S (Lat: 40.782000, Lng: -96.520900), Route carried "on" structure: County highway 3365, Year Built: 1978, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 3,500 (year 2011), Average Future Daily Traffic: 3,095 (year 2033), Design Load: HS 20, Features Intersected: STREAM (Q 184)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.784, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Fair, 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: November 2020
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Structure Number: C005514332, Location: JCT HWY34/HWY43, 5W, 0.8N (Lat: 40.825000, Lng: -96.521000), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 4,500 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 4,095 (year 2036), Design Load: HL 93, Features Intersected: STEVENS CREEK TRIB, Facility Carried by Structure: N 148TH ST
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: 3.1m (10.2ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 93.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 73.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: C005514332, Location: JCT HWY34/HWY43, 5W, 0.8N (Lat: 40.825000, Lng: -96.521000), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 4,500 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 4,095 (year 2036), Design Load: HL 93, Features Intersected: STEVENS CREEK TRIB, Facility Carried by Structure: N 148TH ST
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: 3.1m (10.2ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 93.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 73.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: C005514415, Location: 1.5W 4N OF BENNET (Lat: 40.740700, Lng: -96.543600), Route carried "on" structure: County highway 144, Year Built: 1970, Status: Closed, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 135 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 230 (year 2033), Features Intersected: STEVENS CREEK (Q 110), Facility Carried by Structure: PINE LAKE RD
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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Poor, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: C005514415, Location: 1.5W 4N OF BENNET (Lat: 40.740700, Lng: -96.543600), Route carried "on" structure: County highway 144, Year Built: 1970, Status: Closed, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 135 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 230 (year 2033), Features Intersected: STEVENS CREEK (Q 110), Facility Carried by Structure: PINE LAKE RD
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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Poor, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: C005524025, Location: 2S 1E OF WALTON (Lat: 40.769600, Lng: -96.540500), Route carried "on" structure: County highway 240, Year Built: 1971, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 152 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 258 (year 2039), Design Load: H 20, Features Intersected: STEVENS CREEK (Q 72), Facility Carried by Structure: PIONEERS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: C005524025, Location: 2S 1E OF WALTON (Lat: 40.769600, Lng: -96.540500), Route carried "on" structure: County highway 240, Year Built: 1971, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 152 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 258 (year 2039), Design Load: H 20, Features Intersected: STEVENS CREEK (Q 72), Facility Carried by Structure: PIONEERS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: C005524115, Location: 1.2NE OF WALTON (Lat: 40.807600, Lng: -96.540100), Route carried "on" structure: County highway 241, Year Built: 1982, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 225 (year 2018), Average Future Daily Traffic: 382 (year 2039), Design Load: HS 20, Features Intersected: STREAM (J 179), Facility Carried by Structure: S 134TH ST
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: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: C005524115, Location: 1.2NE OF WALTON (Lat: 40.807600, Lng: -96.540100), Route carried "on" structure: County highway 241, Year Built: 1982, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 225 (year 2018), Average Future Daily Traffic: 382 (year 2039), Design Load: HS 20, Features Intersected: STREAM (J 179), Facility Carried by Structure: S 134TH ST
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: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: S034 33251, Location: 4E LINCOLN (Lat: 40.813100, Lng: -96.558700), Route carried "on" structure: US 34, Year Built: 1984, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 5,670 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 9,356 (year 2038), Design Load: HS 20, Features Intersected: STEVENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.512, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.0 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: S034 33251, Location: 4E LINCOLN (Lat: 40.813100, Lng: -96.558700), Route carried "on" structure: US 34, Year Built: 1984, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 5,670 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 9,356 (year 2038), Design Load: HS 20, Features Intersected: STEVENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.512, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.0 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing