Bridge Statistics for Ellinwood, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 121ft / 37.0mTotal length
- 5,809Total average daily traffic
- 975Total average daily truck traffic
- 7,057Total future (year 2041) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Ellinwood
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 31940-1949
- 91950-1959
- 51960-1969
- 11980-1989
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 75.0%Good
- 25.0%Satisfactory
- Bridge Condition - Superstructure
- 75.0%Good
- 25.0%Satisfactory
- Bridge Condition - Substructure
- 25.0%Very good
- 75.0%Satisfactory
- Bridge Condition - Channel
- 9.1%Very good
- 40.9%Good
- 50.0%Satisfactory
- Bridge Condition - Culverts
- 5.6%Very good
- 50.0%Good
- 44.4%Satisfactory
Find on map >> Show street view
Structure Number: 5084, Location: 2.5S 1.5E OF ELLINWOOD (Lat: 38.319083, Lng: -98.554167), Route carried "on" structure: County highway , Year Built: 1954, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 230 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 275 (year 2041), Features Intersected: STREAM, Facility Carried by Structure: SE 30 Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.4 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: 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5084, Location: 2.5S 1.5E OF ELLINWOOD (Lat: 38.319083, Lng: -98.554167), Route carried "on" structure: County highway , Year Built: 1954, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 230 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 275 (year 2041), Features Intersected: STREAM, Facility Carried by Structure: SE 30 Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.4 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: 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 5085, Location: 3.5S 2.5E OF ELLINWOOD (Lat: 38.306639, Lng: -98.535167), Route carried "on" structure: County highway , Year Built: 1954, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 110 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 130 (year 2041), Features Intersected: BUFFALO CREEK, Facility Carried by Structure: SE 130 Ave
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5085, Location: 3.5S 2.5E OF ELLINWOOD (Lat: 38.306639, Lng: -98.535167), Route carried "on" structure: County highway , Year Built: 1954, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 110 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 130 (year 2041), Features Intersected: BUFFALO CREEK, Facility Carried by Structure: SE 130 Ave
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 5086, Location: 3.5S 3.0E OF ELLINWOOD (Lat: 38.304606, Lng: -98.532306), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 110 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 130 (year 2041), Design Load: HS 20, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: SE 40 Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5086, Location: 3.5S 3.0E OF ELLINWOOD (Lat: 38.304606, Lng: -98.532306), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 110 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 130 (year 2041), Design Load: HS 20, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: SE 40 Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 50643005226, Location: 2.0E 5.0S OF ALBERT (Lat: 38.382528, Lng: -98.644333), Route carried "on" structure: County highway , Year Built: 1948, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 50 (year 2041), Features Intersected: DRY WALNUT CREEK, Facility Carried by Structure: NW 110 Ave
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: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 24.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 50643005226, Location: 2.0E 5.0S OF ALBERT (Lat: 38.382528, Lng: -98.644333), Route carried "on" structure: County highway , Year Built: 1948, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 50 (year 2041), Features Intersected: DRY WALNUT CREEK, Facility Carried by Structure: NW 110 Ave
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: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 24.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 50679005245, Location: 1.0N 3.6W OF ELLINWOOD (Lat: 38.369014, Lng: -98.645639), Route carried "on" structure: County highway , Year Built: 1958, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 60 (year 2041), Features Intersected: CREEK, Facility Carried by Structure: NE 70 Ave
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 50679005245, Location: 1.0N 3.6W OF ELLINWOOD (Lat: 38.369014, Lng: -98.645639), Route carried "on" structure: County highway , Year Built: 1958, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 60 (year 2041), Features Intersected: CREEK, Facility Carried by Structure: NE 70 Ave
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 50681005183, Location: 2.5W 4.3N OF ELLINWOOD (Lat: 38.417556, Lng: -98.627333), Route carried "on" structure: County highway , Year Built: 1953, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 48 (year 2041), Features Intersected: CREEK, Facility Carried by Structure: NE 80 Ave
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 50681005183, Location: 2.5W 4.3N OF ELLINWOOD (Lat: 38.417556, Lng: -98.627333), Route carried "on" structure: County highway , Year Built: 1953, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 48 (year 2041), Features Intersected: CREEK, Facility Carried by Structure: NE 80 Ave
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 50681005245, Location: 1.0N 2.5W OF ELLINWOOD (Lat: 38.369389, Lng: -98.627333), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 48 (year 2041), Features Intersected: CREEK, Facility Carried by Structure: NE 80 Ave
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.8 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 50681005245, Location: 1.0N 2.5W OF ELLINWOOD (Lat: 38.369389, Lng: -98.627333), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 48 (year 2041), Features Intersected: CREEK, Facility Carried by Structure: NE 80 Ave
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.8 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 50681005302, Location: 1.2S 2.0W OF ELLINWOOD (Lat: 38.332583, Lng: -98.627306), Route carried "on" structure: County highway , Year Built: 1952, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 60 (year 2041), Features Intersected: TRIB. OF BUFFALO CREEK, Facility Carried by Structure: SE 80 Ave
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 50681005302, Location: 1.2S 2.0W OF ELLINWOOD (Lat: 38.332583, Lng: -98.627306), Route carried "on" structure: County highway , Year Built: 1952, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 60 (year 2041), Features Intersected: TRIB. OF BUFFALO CREEK, Facility Carried by Structure: SE 80 Ave
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 5068110518, Location: 4.0N 2.0W OF ELLINWOOD (Lat: 38.420167, Lng: -98.624944), Route carried "on" structure: County highway , Year Built: 1949, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 60 (year 2041), Features Intersected: CHEYENNE BOTTOMS CHANNEL, Facility Carried by Structure: NE 40 Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 5068110518, Location: 4.0N 2.0W OF ELLINWOOD (Lat: 38.420167, Lng: -98.624944), Route carried "on" structure: County highway , Year Built: 1949, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 60 (year 2041), Features Intersected: CHEYENNE BOTTOMS CHANNEL, Facility Carried by Structure: NE 40 Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 50683005182, Location: 4.0N 1.0W OF ELLINWOOD (Lat: 38.417861, Lng: -98.608861), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 48 (year 2041), Design Load: HS 20, Features Intersected: LITTLE CHEYENNE CREEK, Facility Carried by Structure: NE 90 Ave
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 50683005182, Location: 4.0N 1.0W OF ELLINWOOD (Lat: 38.417861, Lng: -98.608861), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 48 (year 2041), Design Load: HS 20, Features Intersected: LITTLE CHEYENNE CREEK, Facility Carried by Structure: NE 90 Ave
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 506839052, Location: 3.5N 0.5W OF ELLINWOOD (Lat: 38.405833, Lng: -98.591139), Route carried "on" structure: County highway , Year Built: 1948, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 120 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 144 (year 2041), Features Intersected: LITTLE CHEYENNE CREEK, Facility Carried by Structure: NE 30 Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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, Other Special Inspection Date: October 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 506839052, Location: 3.5N 0.5W OF ELLINWOOD (Lat: 38.405833, Lng: -98.591139), Route carried "on" structure: County highway , Year Built: 1948, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 120 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 144 (year 2041), Features Intersected: LITTLE CHEYENNE CREEK, Facility Carried by Structure: NE 30 Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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, Other Special Inspection Date: October 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 50685005201, Location: 0.6W 3.5N OF ELLINWOOD (Lat: 38.405111, Lng: -98.590306), Route carried "on" structure: County highway , Year Built: 1935, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 120 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 144 (year 2041), Features Intersected: LITTLE CHEYENNE CREEK, Facility Carried by Structure: NE 100 Ave
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Other Special Inspection Date: October 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 50685005201, Location: 0.6W 3.5N OF ELLINWOOD (Lat: 38.405111, Lng: -98.590306), Route carried "on" structure: County highway , Year Built: 1935, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 120 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 144 (year 2041), Features Intersected: LITTLE CHEYENNE CREEK, Facility Carried by Structure: NE 100 Ave
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Other Special Inspection Date: October 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 50687005325, Location: 2.5S 0.4E OF ELLINWOOD (Lat: 38.312000, Lng: -98.572222), Route carried "on" structure: County highway , Year Built: 1954, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 48 (year 2041), Features Intersected: CREEK, Facility Carried by Structure: SE 110 Ave
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 50687005325, Location: 2.5S 0.4E OF ELLINWOOD (Lat: 38.312000, Lng: -98.572222), Route carried "on" structure: County highway , Year Built: 1954, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 48 (year 2041), Features Intersected: CREEK, Facility Carried by Structure: SE 110 Ave
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 50689005187, Location: 3.3N 1.0E OF ELLINWOOD (Lat: 38.409139, Lng: -98.554375), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 60 (year 2041), Features Intersected: CREEK, Facility Carried by Structure: NE 120 Ave
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 50689005187, Location: 3.3N 1.0E OF ELLINWOOD (Lat: 38.409139, Lng: -98.554375), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 60 (year 2041), Features Intersected: CREEK, Facility Carried by Structure: NE 120 Ave
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 506890052, Location: 3.0N 1.0E OF ELLINWOOD (Lat: 38.404694, Lng: -98.554339), Route carried "on" structure: County highway , Year Built: 1953, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 48 (year 2041), Design Load: H 15, Features Intersected: LITTLE CHEYENNE CREEK, Facility Carried by Structure: NE 120 Ave
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 28.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 506890052, Location: 3.0N 1.0E OF ELLINWOOD (Lat: 38.404694, Lng: -98.554339), Route carried "on" structure: County highway , Year Built: 1953, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 48 (year 2041), Design Load: H 15, Features Intersected: LITTLE CHEYENNE CREEK, Facility Carried by Structure: NE 120 Ave
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 28.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 50689005227, Location: 1.0E 1.0N OF ELLINWOOD (Lat: 38.380750, Lng: -98.554250), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 48 (year 2041), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: NE 130 Ave
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 21.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 50689005227, Location: 1.0E 1.0N OF ELLINWOOD (Lat: 38.380750, Lng: -98.554250), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 48 (year 2041), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: NE 130 Ave
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 21.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 5068900526, Location: 0.5N 1.4E OF ELLINWOOD (Lat: 38.361917, Lng: -98.554194), Route carried "on" structure: County highway , Year Built: 1925, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 48 (year 2041), Features Intersected: CREEK, Facility Carried by Structure: E. Barton Co. Road
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 25.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Other Special Inspection Date: October 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 5068900526, Location: 0.5N 1.4E OF ELLINWOOD (Lat: 38.361917, Lng: -98.554194), Route carried "on" structure: County highway , Year Built: 1925, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 48 (year 2041), Features Intersected: CREEK, Facility Carried by Structure: E. Barton Co. Road
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 25.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Other Special Inspection Date: October 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 50689005262, Location: 1.4E OF ELLINWOOD (Lat: 38.359722, Lng: -98.553931), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 48 (year 2041), Features Intersected: CREEK, Facility Carried by Structure: NE 120 Ave
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 50689005262, Location: 1.4E OF ELLINWOOD (Lat: 38.359722, Lng: -98.553931), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 48 (year 2041), Features Intersected: CREEK, Facility Carried by Structure: NE 120 Ave
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 50689005328, Location: 2.8S 1.0E OF ELLINWOOD (Lat: 38.307964, Lng: -98.553756), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 2.64m (8.66ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 60 (year 2041), Features Intersected: CREEK, Facility Carried by Structure: SE 120 Ave
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 50689005328, Location: 2.8S 1.0E OF ELLINWOOD (Lat: 38.307964, Lng: -98.553756), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 2.64m (8.66ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 60 (year 2041), Features Intersected: CREEK, Facility Carried by Structure: SE 120 Ave
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 50691005223, Location: 1.7N 2.0E OF ELLINWOOD (Lat: 38.385778, Lng: -98.535875), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 48 (year 2041), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: NE 120 Ave
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 21.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than 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, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 50691005223, Location: 1.7N 2.0E OF ELLINWOOD (Lat: 38.385778, Lng: -98.535875), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 48 (year 2041), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: NE 120 Ave
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 21.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than 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, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 50693005223, Location: 3.0E 1.7N OF ELLINWOOD (Lat: 38.384194, Lng: -98.517472), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 48 (year 2041), Features Intersected: CREEK, Facility Carried by Structure: NE 140 Ave
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 50693005223, Location: 3.0E 1.7N OF ELLINWOOD (Lat: 38.384194, Lng: -98.517472), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 48 (year 2041), Features Intersected: CREEK, Facility Carried by Structure: NE 140 Ave
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 999905600051021, Location: 5.79 MI E K156 (Lat: 38.355278, Lng: -98.590556), Route carried "on" structure: US 56, Year Built: 2018, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 4,429 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 5,404 (year 2041), Design Load: HL 93, Features Intersected: ARKANSAS RIVER DRG
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 39.268, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 79.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.58m (8.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999905600051021, Location: 5.79 MI E K156 (Lat: 38.355278, Lng: -98.590556), Route carried "on" structure: US 56, Year Built: 2018, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 4,429 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 5,404 (year 2041), Design Load: HL 93, Features Intersected: ARKANSAS RIVER DRG
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 39.268, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 79.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.58m (8.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing