Bridge Statistics for Dorrance, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 210ft / 63.5mTotal length
- $110,000Total costs
- 63,330Total average daily traffic
- 18,372Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Dorrance
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 41950-1959
- 121960-1969
- 21970-1979
- 21980-1989
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 02000-2009
- 22010-2019
- Bridge Condition - Deck
- 9.1%Very good
- 63.6%Good
- 18.2%Satisfactory
- 9.1%Fair
- Bridge Condition - Superstructure
- 54.5%Good
- 45.5%Satisfactory
- Bridge Condition - Substructure
- 18.2%Very good
- 54.5%Good
- 27.3%Satisfactory
- Bridge Condition - Channel
- 57.1%Good
- 28.6%Satisfactory
- 14.3%Fair
- Bridge Condition - Culverts
- 10.0%Very good
- 70.0%Good
- 10.0%Satisfactory
- 10.0%Fair
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Structure Number: 84002, Location: 3.5S OF DORRANCE (Lat: 38.795003, Lng: -98.587353), Route carried "on" structure: County highway 45, Year Built: 1950, Status: Posted for load, Structure Length: 12.90m (42.32ft), Average Daily Traffic: 85 (year 2014), Average Future Daily Traffic: 100 (year 2040), Design Load: H 15, Features Intersected: SMOKY RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 22.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Critical Feature Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 84002, Location: 3.5S OF DORRANCE (Lat: 38.795003, Lng: -98.587353), Route carried "on" structure: County highway 45, Year Built: 1950, Status: Posted for load, Structure Length: 12.90m (42.32ft), Average Daily Traffic: 85 (year 2014), Average Future Daily Traffic: 100 (year 2040), Design Load: H 15, Features Intersected: SMOKY RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 22.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Critical Feature Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 84033, Location: 3.5S 1.0W OF DORRANCE (Lat: 38.791314, Lng: -98.613783), Route carried "on" structure: County highway 590, Year Built: 1976, Status: Posted for load, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 70 (year 2014), Average Future Daily Traffic: 90 (year 2040), Design Load: H 20, Features Intersected: BEAVER CREEK
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 continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 29.7 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 84033, Location: 3.5S 1.0W OF DORRANCE (Lat: 38.791314, Lng: -98.613783), Route carried "on" structure: County highway 590, Year Built: 1976, Status: Posted for load, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 70 (year 2014), Average Future Daily Traffic: 90 (year 2040), Design Load: H 20, Features Intersected: BEAVER CREEK
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 continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 29.7 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 84072, Location: 0.3W OF DORRANCE (Lat: 38.847947, Lng: -98.595772), Route carried "on" structure: County highway 2020, Year Built: 1951, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 370 (year 2014), Truck Traffic: 20%, Average Future Daily Traffic: 400 (year 2040), Design Load: H 20, Features Intersected: DRY STREAM
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: 3.7m (12.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.1 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 84072, Location: 0.3W OF DORRANCE (Lat: 38.847947, Lng: -98.595772), Route carried "on" structure: County highway 2020, Year Built: 1951, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 370 (year 2014), Truck Traffic: 20%, Average Future Daily Traffic: 400 (year 2040), Design Load: H 20, Features Intersected: DRY STREAM
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: 3.7m (12.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.1 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 84073, Location: 0.6E OF DORRANCE (Lat: 38.843706, Lng: -98.572497), Route carried "on" structure: County highway 2020, Year Built: 1951, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 470 (year 2014), Truck Traffic: 20%, Average Future Daily Traffic: 500 (year 2040), Design Load: H 20, Features Intersected: DRY STREAM
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: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.1 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 84073, Location: 0.6E OF DORRANCE (Lat: 38.843706, Lng: -98.572497), Route carried "on" structure: County highway 2020, Year Built: 1951, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 470 (year 2014), Truck Traffic: 20%, Average Future Daily Traffic: 500 (year 2040), Design Load: H 20, Features Intersected: DRY STREAM
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: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.1 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 84068330462, Location: 1.0S 1.0W OF DORRANCE (Lat: 38.827597, Lng: -98.609278), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 30 (year 2014), Average Future Daily Traffic: 40 (year 2040), Design Load: H 20, Features Intersected: TRIB. TO SMOKY HILL RIV., Facility Carried by Structure: PLYMOUTH RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, 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: 44.1 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 84068330462, Location: 1.0S 1.0W OF DORRANCE (Lat: 38.827597, Lng: -98.609278), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 30 (year 2014), Average Future Daily Traffic: 40 (year 2040), Design Load: H 20, Features Intersected: TRIB. TO SMOKY HILL RIV., Facility Carried by Structure: PLYMOUTH RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, 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: 44.1 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 84068370464, Location: 2.0S 1.0W OF DORRANCE (Lat: 38.812989, Lng: -98.599753), Route carried "on" structure: County highway 8414, Year Built: 1963, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 40 (year 2014), Average Future Daily Traffic: 40 (year 2040), Features Intersected: TRIB. TO SMOKY HILL RIV., Facility Carried by Structure: 4 CORNRS RD. OS 62
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: 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: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 29.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.6 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 84068370464, Location: 2.0S 1.0W OF DORRANCE (Lat: 38.812989, Lng: -98.599753), Route carried "on" structure: County highway 8414, Year Built: 1963, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 40 (year 2014), Average Future Daily Traffic: 40 (year 2040), Features Intersected: TRIB. TO SMOKY HILL RIV., Facility Carried by Structure: 4 CORNRS RD. OS 62
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: 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: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 29.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.6 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 8406851046, Location: S. EDGE OF DORRANCE (Lat: 38.841964, Lng: -98.594764), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 80 (year 2014), Average Future Daily Traffic: 80 (year 2040), Design Load: H 20, Features Intersected: STREAM, Facility Carried by Structure: GRANT RD., OS 82
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.1 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 8406851046, Location: S. EDGE OF DORRANCE (Lat: 38.841964, Lng: -98.594764), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 80 (year 2014), Average Future Daily Traffic: 80 (year 2040), Design Load: H 20, Features Intersected: STREAM, Facility Carried by Structure: GRANT RD., OS 82
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.1 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 84068530464, Location: 2.0S OF DORRANCE (Lat: 38.812889, Lng: -98.589139), Route carried "on" structure: County highway 8414, Year Built: 1982, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 40 (year 2014), Average Future Daily Traffic: 40 (year 2040), Design Load: H 20, Features Intersected: STREAM, Facility Carried by Structure: 4 CORNRS RD. OS 63
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.5m (11.5ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 84068530464, Location: 2.0S OF DORRANCE (Lat: 38.812889, Lng: -98.589139), Route carried "on" structure: County highway 8414, Year Built: 1982, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 40 (year 2014), Average Future Daily Traffic: 40 (year 2040), Design Load: H 20, Features Intersected: STREAM, Facility Carried by Structure: 4 CORNRS RD. OS 63
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.5m (11.5ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 84068750462, Location: 1.0S 1.0E OF DORRANCE (Lat: 38.827364, Lng: -98.566694), Route carried "on" structure: County highway , Year Built: 1927, Status: Posted for load, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 30 (year 2014), Average Future Daily Traffic: 40 (year 2040), Features Intersected: TRIB. TO SMOKY HILL RIV., Facility Carried by Structure: PLYMOUTH RD.
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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 84068750462, Location: 1.0S 1.0E OF DORRANCE (Lat: 38.827364, Lng: -98.566694), Route carried "on" structure: County highway , Year Built: 1927, Status: Posted for load, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 30 (year 2014), Average Future Daily Traffic: 40 (year 2040), Features Intersected: TRIB. TO SMOKY HILL RIV., Facility Carried by Structure: PLYMOUTH RD.
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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 84068790464, Location: 2.0S 1.5E OF DORRANCE (Lat: 38.812797, Lng: -98.561611), Route carried "on" structure: County highway 8414, Year Built: 2021, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 40 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 40 (year 2041), Design Load: HL 93, Features Intersected: TRIB TO SMOKY HILL RIVER, Facility Carried by Structure: 4 CORNERS RD.
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 64.2 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: 49.6 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 84068790464, Location: 2.0S 1.5E OF DORRANCE (Lat: 38.812797, Lng: -98.561611), Route carried "on" structure: County highway 8414, Year Built: 2021, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 40 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 40 (year 2041), Design Load: HL 93, Features Intersected: TRIB TO SMOKY HILL RIVER, Facility Carried by Structure: 4 CORNERS RD.
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 64.2 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: 49.6 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 840689004643, Location: 3.0S 1.5E OF DORRANCE (Lat: 38.808819, Lng: -98.558247), Route carried "on" structure: County highway , Year Built: 1952, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 5 (year 2014), Average Future Daily Traffic: 5 (year 2040), Features Intersected: TRIB. TO SMOKY HILL RIV., Facility Carried by Structure: 201ST RD.
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: 10.4m (34.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.0 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 desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $80,000, Roadway Improvement Cost: $15,000, Total Project Cost: $110,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 840689004643, Location: 3.0S 1.5E OF DORRANCE (Lat: 38.808819, Lng: -98.558247), Route carried "on" structure: County highway , Year Built: 1952, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 5 (year 2014), Average Future Daily Traffic: 5 (year 2040), Features Intersected: TRIB. TO SMOKY HILL RIV., Facility Carried by Structure: 201ST RD.
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: 10.4m (34.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.0 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 desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $80,000, Roadway Improvement Cost: $15,000, Total Project Cost: $110,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 999907000840241, Location: 12.59 MI E JT U281 (Lat: 38.856667, Lng: -98.622222), Route carried "on" structure: Interstate 70, Year Built: 1963, Year Reconstructed: 2019, Status: Open, Structure Length: 6.87m (22.54ft), Average Daily Traffic: 6,056 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 8,484 (year 2041), Design Load: HS 20+Mod, Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 36.325, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.55m (73.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999907000840241, Location: 12.59 MI E JT U281 (Lat: 38.856667, Lng: -98.622222), Route carried "on" structure: Interstate 70, Year Built: 1963, Year Reconstructed: 2019, Status: Open, Structure Length: 6.87m (22.54ft), Average Daily Traffic: 6,056 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 8,484 (year 2041), Design Load: HS 20+Mod, Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 36.325, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.55m (73.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999907000840251, Location: 12.6 MI E JT U281 (Lat: 38.856389, Lng: -98.621944), Route carried "on" structure: Interstate 70, Year Built: 1963, Year Reconstructed: 2019, Status: Open, Structure Length: 7.05m (23.13ft), Average Daily Traffic: 6,056 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 8,484 (year 2041), Design Load: HS 20+Mod, Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 36.368, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.55m (73.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999907000840251, Location: 12.6 MI E JT U281 (Lat: 38.856389, Lng: -98.621944), Route carried "on" structure: Interstate 70, Year Built: 1963, Year Reconstructed: 2019, Status: Open, Structure Length: 7.05m (23.13ft), Average Daily Traffic: 6,056 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 8,484 (year 2041), Design Load: HS 20+Mod, Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 36.368, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.55m (73.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999907000840261, Location: 13.06 MI E JT U281 (Lat: 38.856667, Lng: -98.613333), Route carried "on" structure: Interstate 70, Year Built: 1963, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 6,056 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 8,484 (year 2041), Design Load: HS 20+Mod, Features Intersected: 198TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 37.094, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.25m (36.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999907000840261, Location: 13.06 MI E JT U281 (Lat: 38.856667, Lng: -98.613333), Route carried "on" structure: Interstate 70, Year Built: 1963, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 6,056 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 8,484 (year 2041), Design Load: HS 20+Mod, Features Intersected: 198TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 37.094, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.25m (36.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999907000840271, Location: 13.07 MI E JT U281 (Lat: 38.856389, Lng: -98.613333), Route carried "on" structure: Interstate 70, Year Built: 1963, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 6,056 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 8,484 (year 2041), Design Load: HS 20+Mod, Features Intersected: 198TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 37.100, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.25m (36.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999907000840271, Location: 13.07 MI E JT U281 (Lat: 38.856389, Lng: -98.613333), Route carried "on" structure: Interstate 70, Year Built: 1963, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 6,056 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 8,484 (year 2041), Design Load: HS 20+Mod, Features Intersected: 198TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 37.100, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.25m (36.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999907000840281, Location: 13.86 MI E JCT U281 (Lat: 38.856667, Lng: -98.598889), Route carried "on" structure: Interstate 70, Year Built: 1963, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 6,056 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 8,484 (year 2041), Design Load: H 20, Features Intersected: SMOKY HILL RIVER DRAIN
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 38.368, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 57.2m (187.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.48m (8.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999907000840281, Location: 13.86 MI E JCT U281 (Lat: 38.856667, Lng: -98.598889), Route carried "on" structure: Interstate 70, Year Built: 1963, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 6,056 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 8,484 (year 2041), Design Load: H 20, Features Intersected: SMOKY HILL RIVER DRAIN
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 38.368, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 57.2m (187.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.48m (8.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999907000840291, Location: 13.99 MI E JT U281 (Lat: 38.856667, Lng: -98.596389), Route carried "on" structure: Interstate 70, Year Built: 1963, Year Reconstructed: 2001, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 6,056 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 8,484 (year 2041), Design Load: H 20, Features Intersected: SMOKY HILL RIVER DRAIN
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 38.570, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 41.3m (135.5ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.85m (9.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999907000840291, Location: 13.99 MI E JT U281 (Lat: 38.856667, Lng: -98.596389), Route carried "on" structure: Interstate 70, Year Built: 1963, Year Reconstructed: 2001, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 6,056 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 8,484 (year 2041), Design Load: H 20, Features Intersected: SMOKY HILL RIVER DRAIN
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 38.570, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 41.3m (135.5ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.85m (9.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999907000840301, Location: 14.58 MI E JT U281 (Lat: 38.856944, Lng: -98.585000), Route carried "on" structure: Interstate 70, Year Built: 1963, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 6,056 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 8,484 (year 2041), Design Load: HS 20+Mod, Features Intersected: 200th Blvd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 39.551, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.25m (40.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999907000840301, Location: 14.58 MI E JT U281 (Lat: 38.856944, Lng: -98.585000), Route carried "on" structure: Interstate 70, Year Built: 1963, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 6,056 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 8,484 (year 2041), Design Load: HS 20+Mod, Features Intersected: 200th Blvd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 39.551, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.25m (40.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999907000840311, Location: 14.59 MI E JT U281 (Lat: 38.856667, Lng: -98.585000), Route carried "on" structure: Interstate 70, Year Built: 1963, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 6,056 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 8,484 (year 2041), Design Load: HS 20+Mod, Features Intersected: 200th Blvd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 39.558, Lanes on structure: 3, Lanes under 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: 14.6m (47.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.25m (40.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999907000840311, Location: 14.59 MI E JT U281 (Lat: 38.856667, Lng: -98.585000), Route carried "on" structure: Interstate 70, Year Built: 1963, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 6,056 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 8,484 (year 2041), Design Load: HS 20+Mod, Features Intersected: 200th Blvd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 39.558, Lanes on structure: 3, Lanes under 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: 14.6m (47.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.25m (40.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999907000840321, Location: 16.08 MI E JT U281 (Lat: 38.856667, Lng: -98.557500), Route carried "on" structure: ServiceCounty highway 76, Year Built: 1963, Status: Open, Structure Length: 7.45m (24.44ft), Average Daily Traffic: 22 (year 2020), Average Future Daily Traffic: 8,997 (year 2041), Design Load: H 15, Features Intersected: I70 HWY, NL-SL, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 2.346, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 24.45m (80.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 999907000840321, Location: 16.08 MI E JT U281 (Lat: 38.856667, Lng: -98.557500), Route carried "on" structure: ServiceCounty highway 76, Year Built: 1963, Status: Open, Structure Length: 7.45m (24.44ft), Average Daily Traffic: 22 (year 2020), Average Future Daily Traffic: 8,997 (year 2041), Design Load: H 15, Features Intersected: I70 HWY, NL-SL, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 2.346, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 24.45m (80.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 999907000840331, Location: 16.27 MI E JT U281 (Lat: 38.856389, Lng: -98.553889), Route carried "on" structure: Interstate 70, Year Built: 1963, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 6,800 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 9,526 (year 2041), Design Load: HS 20+Mod, Features Intersected: SMOKY HILL RIVER DRAIN
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 42.253, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 46.2m (151.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.48m (8.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999907000840331, Location: 16.27 MI E JT U281 (Lat: 38.856389, Lng: -98.553889), Route carried "on" structure: Interstate 70, Year Built: 1963, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 6,800 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 9,526 (year 2041), Design Load: HS 20+Mod, Features Intersected: SMOKY HILL RIVER DRAIN
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 42.253, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 46.2m (151.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.48m (8.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999907000840321, Location: 16.08 MI E JT U281 (Lat: 38.856667, Lng: -98.557500), Route carried "under" structure: Interstate 70, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 6,800 (year 2020), Truck Traffic: 27%, Features Intersected: I70 HWY, NL-SL, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 41.944, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 999907000840321, Location: 16.08 MI E JT U281 (Lat: 38.856667, Lng: -98.557500), Route carried "under" structure: Interstate 70, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 6,800 (year 2020), Truck Traffic: 27%, Features Intersected: I70 HWY, NL-SL, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 41.944, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 21.3m (69.9ft)