Bridge Statistics for Freeport, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 75ft / 22.9mTotal length
- $951,000Total costs
- 1,950Total average daily traffic
- 533Total average daily truck traffic
- 2,537Total future (year 2037) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Freeport
- No street view available for this location
- New bridges - historical statistics
- 91930-1939
- 41940-1949
- 11950-1959
- 11970-1979
- 11990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 21960-1969
- 01970-1979
- 11980-1989
- Bridge Condition - Deck
- 14.3%Good
- 85.7%Satisfactory
- Bridge Condition - Superstructure
- 28.6%Good
- 71.4%Satisfactory
- Bridge Condition - Substructure
- 28.6%Good
- 57.1%Satisfactory
- 14.3%Poor
- Bridge Condition - Channel
- 29.4%Good
- 58.8%Satisfactory
- 11.8%Fair
- Bridge Condition - Culverts
- 70.0%Good
- 10.0%Satisfactory
- 20.0%Fair
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Structure Number: 39016, Location: 2.0N OF FREEPORT (Lat: 37.227681, Lng: -97.857056), Route carried "on" structure: County highway 301, Year Built: 1930, Status: Posted for load, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 66 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 186 (year 2039), Features Intersected: STREAM
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: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 22.5 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $3,000, Total Project Cost: $52,000
Structure Number: 39016, Location: 2.0N OF FREEPORT (Lat: 37.227681, Lng: -97.857056), Route carried "on" structure: County highway 301, Year Built: 1930, Status: Posted for load, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 66 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 186 (year 2039), Features Intersected: STREAM
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: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 22.5 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $3,000, Total Project Cost: $52,000
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Structure Number: 39049, Location: 3.0S 1.0E OF DANVILLE (Lat: 37.240906, Lng: -97.872694), Route carried "on" structure: County highway 1829, Year Built: 1946, Year Reconstructed: 1968, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 18 (year 2013), Average Future Daily Traffic: 75 (year 2039), Features Intersected: TRIB. TO SAND 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: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.5 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $4,000, Total Project Cost: $67,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 39049, Location: 3.0S 1.0E OF DANVILLE (Lat: 37.240906, Lng: -97.872694), Route carried "on" structure: County highway 1829, Year Built: 1946, Year Reconstructed: 1968, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 18 (year 2013), Average Future Daily Traffic: 75 (year 2039), Features Intersected: TRIB. TO SAND 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: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.5 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $4,000, Total Project Cost: $67,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 3905, Location: 3.0S 3.5E OF DANVILLE (Lat: 37.241528, Lng: -97.830250), Route carried "on" structure: County highway 1829, Year Built: 1936, Year Reconstructed: 1966, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 52 (year 2013), Average Future Daily Traffic: 62 (year 2039), Features Intersected: STREAM
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: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.5 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $68,000, Roadway Improvement Cost: $7,000, Total Project Cost: $103,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 3905, Location: 3.0S 3.5E OF DANVILLE (Lat: 37.241528, Lng: -97.830250), Route carried "on" structure: County highway 1829, Year Built: 1936, Year Reconstructed: 1966, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 52 (year 2013), Average Future Daily Traffic: 62 (year 2039), Features Intersected: STREAM
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: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.5 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $68,000, Roadway Improvement Cost: $7,000, Total Project Cost: $103,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 39075710686, Location: 3.0W OF FREEPORT (Lat: 37.196811, Lng: -97.911611), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 80 (year 2013), Average Future Daily Traffic: 80 (year 2037), Features Intersected: STREAM, Facility Carried by Structure: 30 RD Y.1-14.0
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-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 16.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 39075710686, Location: 3.0W OF FREEPORT (Lat: 37.196811, Lng: -97.911611), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 80 (year 2013), Average Future Daily Traffic: 80 (year 2037), Features Intersected: STREAM, Facility Carried by Structure: 30 RD Y.1-14.0
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-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 16.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 39075770686, Location: 2.5W OF FREEPORT (Lat: 37.196917, Lng: -97.901333), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 80 (year 2013), Average Future Daily Traffic: 80 (year 2037), Features Intersected: BAEHR CREEK, Facility Carried by Structure: 30 RD Y.7-14.0
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: 3.0m (9.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable 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 2021
Structure Number: 39075770686, Location: 2.5W OF FREEPORT (Lat: 37.196917, Lng: -97.901333), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 80 (year 2013), Average Future Daily Traffic: 80 (year 2037), Features Intersected: BAEHR CREEK, Facility Carried by Structure: 30 RD Y.7-14.0
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: 3.0m (9.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable 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 2021
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Structure Number: 390759006868, Location: 1.0S 2.0W OF FREEPORT (Lat: 37.185694, Lng: -97.892861), Route carried "on" structure: County highway , Year Built: 1953, Status: Posted for load, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 20 (year 2037), Features Intersected: STREAM, Facility Carried by Structure: LOCAL Z.0-14.8
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), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.6m (8.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 16.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 390759006868, Location: 1.0S 2.0W OF FREEPORT (Lat: 37.185694, Lng: -97.892861), Route carried "on" structure: County highway , Year Built: 1953, Status: Posted for load, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 20 (year 2037), Features Intersected: STREAM, Facility Carried by Structure: LOCAL Z.0-14.8
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), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.6m (8.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 16.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 390759006904, Location: 2.5S 2.0W OF FREEPORT (Lat: 37.164750, Lng: -97.892639), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 10 (year 2013), Average Future Daily Traffic: 10 (year 2039), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: LOCAL Z-16.4
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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Fair, 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: 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, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $3,000, Total Project Cost: $44,000
Structure Number: 390759006904, Location: 2.5S 2.0W OF FREEPORT (Lat: 37.164750, Lng: -97.892639), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 10 (year 2013), Average Future Daily Traffic: 10 (year 2039), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: LOCAL Z-16.4
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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Fair, 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: 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, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $3,000, Total Project Cost: $44,000
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Structure Number: 390759006922, Location: 3.0S 2.0W OF FREEPORT (Lat: 37.150489, Lng: -97.892944), Route carried "on" structure: County highway , Year Built: 1945, Status: Posted for load, Structure Length: 1.78m (5.84ft), Average Daily Traffic: 10 (year 2013), Average Future Daily Traffic: 10 (year 2039), Features Intersected: BAEHR 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: 6.0m (19.7ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 19.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $58,000, Roadway Improvement Cost: $6,000, Total Project Cost: $87,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 390759006922, Location: 3.0S 2.0W OF FREEPORT (Lat: 37.150489, Lng: -97.892944), Route carried "on" structure: County highway , Year Built: 1945, Status: Posted for load, Structure Length: 1.78m (5.84ft), Average Daily Traffic: 10 (year 2013), Average Future Daily Traffic: 10 (year 2039), Features Intersected: BAEHR 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: 6.0m (19.7ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 19.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $58,000, Roadway Improvement Cost: $6,000, Total Project Cost: $87,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 39075920686, Location: 2.0W OF FREEPORT (Lat: 37.197000, Lng: -97.890750), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 80 (year 2013), Average Future Daily Traffic: 80 (year 2039), Features Intersected: STREAM, Facility Carried by Structure: 30 RD Z.2-14.0
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-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 16.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 39075920686, Location: 2.0W OF FREEPORT (Lat: 37.197000, Lng: -97.890750), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 80 (year 2013), Average Future Daily Traffic: 80 (year 2039), Features Intersected: STREAM, Facility Carried by Structure: 30 RD Z.2-14.0
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-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 16.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 390761006882, Location: 1.0S 1.0W OF FREEPORT (Lat: 37.180361, Lng: -97.874700), Route carried "on" structure: County highway , Year Built: 1945, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 10 (year 2013), Average Future Daily Traffic: 10 (year 2039), Features Intersected: STREAM, Facility Carried by Structure: LOCAL AA.0-15.2
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 continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 16.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 390761006882, Location: 1.0S 1.0W OF FREEPORT (Lat: 37.180361, Lng: -97.874700), Route carried "on" structure: County highway , Year Built: 1945, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 10 (year 2013), Average Future Daily Traffic: 10 (year 2039), Features Intersected: STREAM, Facility Carried by Structure: LOCAL AA.0-15.2
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 continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 16.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 39076510678, Location: 2.0S 3.1E OF DANVILLE (Lat: 37.255944, Lng: -97.838750), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 10 (year 2013), Average Future Daily Traffic: 10 (year 2039), Features Intersected: SAND CREEK, Facility Carried by Structure: NE 70 RD 10.0-CC.1
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), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 11.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $348,000, Roadway Improvement Cost: $35,000, Total Project Cost: $523,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 39076510678, Location: 2.0S 3.1E OF DANVILLE (Lat: 37.255944, Lng: -97.838750), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 10 (year 2013), Average Future Daily Traffic: 10 (year 2039), Features Intersected: SAND CREEK, Facility Carried by Structure: NE 70 RD 10.0-CC.1
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), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 11.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $348,000, Roadway Improvement Cost: $35,000, Total Project Cost: $523,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3907656069, Location: 2.0S 1.5E OF FREEPORT (Lat: 37.168828, Lng: -97.826806), Route carried "on" structure: County highway , Year Built: 1945, Year Reconstructed: 1992, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 10 (year 2013), Average Future Daily Traffic: 10 (year 2039), Features Intersected: STREAM, Facility Carried by Structure: LOCAL CC.6-16.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $55,000, Roadway Improvement Cost: $10,000, Total Project Cost: $75,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 3907656069, Location: 2.0S 1.5E OF FREEPORT (Lat: 37.168828, Lng: -97.826806), Route carried "on" structure: County highway , Year Built: 1945, Year Reconstructed: 1992, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 10 (year 2013), Average Future Daily Traffic: 10 (year 2039), Features Intersected: STREAM, Facility Carried by Structure: LOCAL CC.6-16.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $55,000, Roadway Improvement Cost: $10,000, Total Project Cost: $75,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 960769006828, Location: 2.0W 3.8S OF ARGONIA (Lat: 37.215831, Lng: -97.802197), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 20 (year 2041), Design Load: HS 20, Features Intersected: TRIB. TO CHIKASKIA RIVER, Facility Carried by Structure: LOCAL 1-34-8
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 75.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 960769006828, Location: 2.0W 3.8S OF ARGONIA (Lat: 37.215831, Lng: -97.802197), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 20 (year 2041), Design Load: HS 20, Features Intersected: TRIB. TO CHIKASKIA RIVER, Facility Carried by Structure: LOCAL 1-34-8
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 75.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 999904400390401, Location: 7.37 MI E K179 (Lat: 37.153333, Lng: -97.896667), Route carried "on" structure: State highway 44, Year Built: 1934, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 371 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 471 (year 2041), Design Load: H 15, Features Intersected: BACHELOR CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 12.662, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 5.42m (17.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999904400390401, Location: 7.37 MI E K179 (Lat: 37.153333, Lng: -97.896667), Route carried "on" structure: State highway 44, Year Built: 1934, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 371 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 471 (year 2041), Design Load: H 15, Features Intersected: BACHELOR CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 12.662, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 5.42m (17.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999904400390411, Location: 8.09 MI E K179 (Lat: 37.153333, Lng: -97.883611), Route carried "on" structure: State highway 44, Year Built: 1934, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 371 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 471 (year 2041), Design Load: H 15, Features Intersected: BACHELOR CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 13.821, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 31.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.08m (6.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999904400390411, Location: 8.09 MI E K179 (Lat: 37.153333, Lng: -97.883611), Route carried "on" structure: State highway 44, Year Built: 1934, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 371 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 471 (year 2041), Design Load: H 15, Features Intersected: BACHELOR CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 13.821, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 31.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.08m (6.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999904400390421, Location: 10.63 MI E K179 (Lat: 37.154167, Lng: -97.837778), Route carried "on" structure: State highway 44, Year Built: 1934, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 371 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 471 (year 2041), Design Load: H 15, Features Intersected: SPRING BRANCH CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 17.886, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.16m (10.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999904400390421, Location: 10.63 MI E K179 (Lat: 37.154167, Lng: -97.837778), Route carried "on" structure: State highway 44, Year Built: 1934, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 371 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 471 (year 2041), Design Load: H 15, Features Intersected: SPRING BRANCH CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 17.886, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.16m (10.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999904400390431, Location: 11.40 MI E K179 (Lat: 37.154167, Lng: -97.823333), Route carried "on" structure: State highway 44, Year Built: 1934, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 371 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 471 (year 2041), Design Load: H 15, Features Intersected: FALL CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 19.190, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 34.9 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999904400390431, Location: 11.40 MI E K179 (Lat: 37.154167, Lng: -97.823333), Route carried "on" structure: State highway 44, Year Built: 1934, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 371 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 471 (year 2041), Design Load: H 15, Features Intersected: FALL CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 19.190, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 34.9 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous