Bridge Statistics for Home, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 118ft / 36.2mTotal length
- $1,000,000Total costs
- 7,910Total average daily traffic
- 1,334Total average daily truck traffic
- 9,915Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Home
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 41930-1939
- 31940-1949
- 31950-1959
- 21980-1989
- 31990-1999
- 42000-2009
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 11980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 29.4%Very good
- 29.4%Good
- 11.8%Satisfactory
- 29.4%Fair
- Bridge Condition - Superstructure
- 47.1%Very good
- 11.8%Good
- 23.5%Satisfactory
- 17.6%Fair
- Bridge Condition - Substructure
- 35.3%Very good
- 11.8%Good
- 23.5%Satisfactory
- 17.6%Fair
- 11.8%Poor
- Bridge Condition - Channel
- 21.1%Good
- 42.1%Satisfactory
- 26.3%Fair
- 10.5%Serious
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: 58090300324, Location: 1.0S 2.0W OF HOME CITY (Lat: 39.827117, Lng: -96.557069), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2041), Design Load: HS 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: LIMESTONE_13.0-M.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.4m (60.4ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 81.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 58090300324, Location: 1.0S 2.0W OF HOME CITY (Lat: 39.827117, Lng: -96.557069), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2041), Design Load: HS 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: LIMESTONE_13.0-M.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.4m (60.4ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 81.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 58090370318, Location: 2.0N 1.4W OF HOME CITY (Lat: 39.870506, Lng: -96.546325), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2040), Features Intersected: SPRING CREEK, Facility Carried by Structure: INDIAN (13.7-J.0)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: July 2020, Bridge Improvement Cost: $265,000, Roadway Improvement Cost: $100,000, Total Project Cost: $370,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 58090370318, Location: 2.0N 1.4W OF HOME CITY (Lat: 39.870506, Lng: -96.546325), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2040), Features Intersected: SPRING CREEK, Facility Carried by Structure: INDIAN (13.7-J.0)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: July 2020, Bridge Improvement Cost: $265,000, Roadway Improvement Cost: $100,000, Total Project Cost: $370,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 58090390316, Location: 3.0N 1.1W OF HOME CITY (Lat: 39.884942, Lng: -96.539925), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2041), Features Intersected: SPRING CREEK, Facility Carried by Structure: HARVEST 13.9-I.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 58090390316, Location: 3.0N 1.1W OF HOME CITY (Lat: 39.884942, Lng: -96.539925), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2041), Features Intersected: SPRING CREEK, Facility Carried by Structure: HARVEST 13.9-I.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 580905003149, Location: 3.1N 1.0W OF HOME CITY (Lat: 39.886042, Lng: -96.538744), Route carried "on" structure: County highway 1723, Year Built: 1982, Year Reconstructed: 2017, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2041), Features Intersected: SPRING CREEK, Facility Carried by Structure: 15TH RD (14.0-H.9)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.1 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 580905003149, Location: 3.1N 1.0W OF HOME CITY (Lat: 39.886042, Lng: -96.538744), Route carried "on" structure: County highway 1723, Year Built: 1982, Year Reconstructed: 2017, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2041), Features Intersected: SPRING CREEK, Facility Carried by Structure: 15TH RD (14.0-H.9)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.1 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 58090500316, Location: 2.9N 1.0W OF HOME CITY (Lat: 39.884717, Lng: -96.538750), Route carried "on" structure: County highway , Year Built: 1945, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2041), Features Intersected: TRIB. TO SPRING CREEK, Facility Carried by Structure: 15TH RD (14.0-I.0)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 21.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 58090500316, Location: 2.9N 1.0W OF HOME CITY (Lat: 39.884717, Lng: -96.538750), Route carried "on" structure: County highway , Year Built: 1945, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2041), Features Intersected: TRIB. TO SPRING CREEK, Facility Carried by Structure: 15TH RD (14.0-I.0)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 21.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 580905003202, Location: 0.8N 1.0W OF HOME CITY (Lat: 39.852897, Lng: -96.538839), Route carried "on" structure: County highway , Year Built: 1955, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2041), Features Intersected: TRIB. TO SPRING CREEK, Facility Carried by Structure: 15TH RD (14.0-K.2)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Serious, Operating Rating: 15.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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), Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $100,000, Total Project Cost: $305,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 580905003202, Location: 0.8N 1.0W OF HOME CITY (Lat: 39.852897, Lng: -96.538839), Route carried "on" structure: County highway , Year Built: 1955, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2041), Features Intersected: TRIB. TO SPRING CREEK, Facility Carried by Structure: 15TH RD (14.0-K.2)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Serious, Operating Rating: 15.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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), Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $100,000, Total Project Cost: $305,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 580905003307, Location: 0.5N 3.0W WINIFRED (Lat: 39.774536, Lng: -96.538836), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2041), Features Intersected: PERKINS CREEK, Facility Carried by Structure: 15TH RD (14.0-P.7)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.6m (28.2ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 580905003307, Location: 0.5N 3.0W WINIFRED (Lat: 39.774536, Lng: -96.538836), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2041), Features Intersected: PERKINS CREEK, Facility Carried by Structure: 15TH RD (14.0-P.7)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.6m (28.2ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 58090520314, Location: 2.6N 6.3W Beattie (Lat: 39.899450, Lng: -96.534000), Route carried "on" structure: County highway , Year Built: 2005, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 20 (year 2007), Average Future Daily Traffic: 25 (year 2041), Features Intersected: Spring Creek, Facility Carried by Structure: GRANITE (14.2-H.0)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 58090520314, Location: 2.6N 6.3W Beattie (Lat: 39.899450, Lng: -96.534000), Route carried "on" structure: County highway , Year Built: 2005, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 20 (year 2007), Average Future Daily Traffic: 25 (year 2041), Features Intersected: Spring Creek, Facility Carried by Structure: GRANITE (14.2-H.0)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 58090560326, Location: 2.0S 0.4W OF HOME CITY (Lat: 39.812792, Lng: -96.530497), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2041), Features Intersected: UNION PACIFIC RAILROAD, Facility Carried by Structure: MATADOR (14.6-N.0)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 58090560326, Location: 2.0S 0.4W OF HOME CITY (Lat: 39.812792, Lng: -96.530497), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2041), Features Intersected: UNION PACIFIC RAILROAD, Facility Carried by Structure: MATADOR (14.6-N.0)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 580907003225, Location: 0.5S OF HOME CITY (Lat: 39.833797, Lng: -96.520081), Route carried "on" structure: County highway 5809, Year Built: 1932, Year Reconstructed: 1972, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 120 (year 2007), Average Future Daily Traffic: 120 (year 2041), Features Intersected: TRIB. TO SPRING CREEK, Facility Carried by Structure: 16TH RD (15.0-L.5)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, 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: August 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 580907003225, Location: 0.5S OF HOME CITY (Lat: 39.833797, Lng: -96.520081), Route carried "on" structure: County highway 5809, Year Built: 1932, Year Reconstructed: 1972, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 120 (year 2007), Average Future Daily Traffic: 120 (year 2041), Features Intersected: TRIB. TO SPRING CREEK, Facility Carried by Structure: 16TH RD (15.0-L.5)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, 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: August 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 580907003241, Location: 1.1S OF HOME CITY (Lat: 39.824578, Lng: -96.520119), Route carried "on" structure: County highway 5809, Year Built: 1930, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 20 (year 2007), Average Future Daily Traffic: 20 (year 2041), Features Intersected: SPRING CREEK, Facility Carried by Structure: 16TH RD (15.0-M.1)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: 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: May 2021, Other Special Inspection Date: August 2021
Structure Number: 580907003241, Location: 1.1S OF HOME CITY (Lat: 39.824578, Lng: -96.520119), Route carried "on" structure: County highway 5809, Year Built: 1930, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 20 (year 2007), Average Future Daily Traffic: 20 (year 2041), Features Intersected: SPRING CREEK, Facility Carried by Structure: 16TH RD (15.0-M.1)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: 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: May 2021, Other Special Inspection Date: August 2021
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Structure Number: 580907003305, Location: 0.5N 2.0W OF WINIFRED (Lat: 39.777169, Lng: -96.520097), Route carried "on" structure: County highway 5809, Year Built: 1956, Status: Open, Structure Length: 2.76m (9.06ft), Average Daily Traffic: 80 (year 2007), Average Future Daily Traffic: 80 (year 2041), Design Load: H 15, Features Intersected: PERKINS CREEK, Facility Carried by Structure: 16TH RD (15.0-P.5)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 580907003305, Location: 0.5N 2.0W OF WINIFRED (Lat: 39.777169, Lng: -96.520097), Route carried "on" structure: County highway 5809, Year Built: 1956, Status: Open, Structure Length: 2.76m (9.06ft), Average Daily Traffic: 80 (year 2007), Average Future Daily Traffic: 80 (year 2041), Design Load: H 15, Features Intersected: PERKINS CREEK, Facility Carried by Structure: 16TH RD (15.0-P.5)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 580907003308, Location: 0.2N 2.0W OF WINIFRED (Lat: 39.772750, Lng: -96.520072), Route carried "on" structure: County highway 5809, Year Built: 1945, Year Reconstructed: 1991, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 80 (year 2007), Average Future Daily Traffic: 80 (year 2041), Features Intersected: TRIB. TO PERKINS CREEK, Facility Carried by Structure: 16TH RD (15.0-P.8)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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 24 months, Inspection Date: May 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 580907003308, Location: 0.2N 2.0W OF WINIFRED (Lat: 39.772750, Lng: -96.520072), Route carried "on" structure: County highway 5809, Year Built: 1945, Year Reconstructed: 1991, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 80 (year 2007), Average Future Daily Traffic: 80 (year 2041), Features Intersected: TRIB. TO PERKINS CREEK, Facility Carried by Structure: 16TH RD (15.0-P.8)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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 24 months, Inspection Date: May 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 58090730312, Location: 2.0S 5.0E OF MARIETTA (Lat: 39.914072, Lng: -96.512786), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2041), Design Load: HS 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: FRONTIER(15.3-G.0)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.4m (24.3ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 25.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.0 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 58090730312, Location: 2.0S 5.0E OF MARIETTA (Lat: 39.914072, Lng: -96.512786), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2041), Design Load: HS 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: FRONTIER(15.3-G.0)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.4m (24.3ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 25.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.0 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 580909003268, Location: 2.2N 1.0W OF WINIFRED (Lat: 39.801131, Lng: -96.501633), Route carried "on" structure: County highway , Year Built: 1930, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2041), Features Intersected: TRIB. TO ROBIDOUX CREEK, Facility Carried by Structure: 17TH RD (16.0-N.8)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to 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 24 months, Inspection Date: May 2021, Other Special Inspection Date: August 2021
Structure Number: 580909003268, Location: 2.2N 1.0W OF WINIFRED (Lat: 39.801131, Lng: -96.501633), Route carried "on" structure: County highway , Year Built: 1930, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2041), Features Intersected: TRIB. TO ROBIDOUX CREEK, Facility Carried by Structure: 17TH RD (16.0-N.8)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to 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 24 months, Inspection Date: May 2021, Other Special Inspection Date: August 2021
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Structure Number: 580909003303, Location: 0.7N 1.0W OF WINIFRED (Lat: 39.778014, Lng: -96.501333), Route carried "on" structure: County highway , Year Built: 1913, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2041), Features Intersected: PERKINS CREEK, Facility Carried by Structure: 17TH RD (16.0-P.3)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.2m (13.8ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Serious, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $220,000, Roadway Improvement Cost: $100,000, Total Project Cost: $325,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 580909003303, Location: 0.7N 1.0W OF WINIFRED (Lat: 39.778014, Lng: -96.501333), Route carried "on" structure: County highway , Year Built: 1913, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2041), Features Intersected: PERKINS CREEK, Facility Carried by Structure: 17TH RD (16.0-P.3)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.2m (13.8ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Serious, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $220,000, Roadway Improvement Cost: $100,000, Total Project Cost: $325,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 580913003267, Location: 2.3N 1.0E OF WINIFRED (Lat: 39.804089, Lng: -96.463544), Route carried "on" structure: County highway , Year Built: 1945, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2041), Features Intersected: TRIB. TO ROBIDOUX CREEK, Facility Carried by Structure: 19TH RD (18.0-N.7)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 32.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 580913003267, Location: 2.3N 1.0E OF WINIFRED (Lat: 39.804089, Lng: -96.463544), Route carried "on" structure: County highway , Year Built: 1945, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2041), Features Intersected: TRIB. TO ROBIDOUX CREEK, Facility Carried by Structure: 19TH RD (18.0-N.7)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 32.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 58091300328, Location: 2.0N 1.0E OF WINIFRED (Lat: 39.797869, Lng: -96.465211), Route carried "on" structure: County highway 5820, Year Built: 1985, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 50 (year 2007), Average Future Daily Traffic: 50 (year 2041), Features Intersected: ROBIDOUX CREEK, Facility Carried by Structure: 19TH RD (18.0-O.0)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Other Special Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 58091300328, Location: 2.0N 1.0E OF WINIFRED (Lat: 39.797869, Lng: -96.465211), Route carried "on" structure: County highway 5820, Year Built: 1985, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 50 (year 2007), Average Future Daily Traffic: 50 (year 2041), Features Intersected: ROBIDOUX CREEK, Facility Carried by Structure: 19TH RD (18.0-O.0)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Other Special Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 999903600580041, Location: 7.04 MI E EJCT US77 (Lat: 39.841389, Lng: -96.513333), Route carried "on" structure: US 36, Year Built: 1957, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,710 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 4,710 (year 2041), Design Load: H 20, Features Intersected: SPRING CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 25.107, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.39m (7.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999903600580041, Location: 7.04 MI E EJCT US77 (Lat: 39.841389, Lng: -96.513333), Route carried "on" structure: US 36, Year Built: 1957, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,710 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 4,710 (year 2041), Design Load: H 20, Features Intersected: SPRING CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 25.107, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.39m (7.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999903600580511, Location: 5.63 MI E EJCT US-77 (Lat: 39.841389, Lng: -96.539722), Route carried "on" structure: US 36, Year Built: 1993, Status: Open, Structure Length: 4.34m (14.24ft), Average Daily Traffic: 3,710 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 4,710 (year 2041), Design Load: HS 20, Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 22.856, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.25m (46.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999903600580511, Location: 5.63 MI E EJCT US-77 (Lat: 39.841389, Lng: -96.539722), Route carried "on" structure: US 36, Year Built: 1993, Status: Open, Structure Length: 4.34m (14.24ft), Average Daily Traffic: 3,710 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 4,710 (year 2041), Design Load: HS 20, Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 22.856, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.25m (46.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing