Bridge Statistics for Redfield, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 92ft / 28.3mTotal length
- $251,000Total costs
- 2,875Total average daily traffic
- 452Total average daily truck traffic
- 3,134Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Redfield
- No street view available for this location
- New bridges - historical statistics
- 31920-1929
- 41930-1939
- 11970-1979
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 11.1%Very good
- 22.2%Good
- 33.3%Satisfactory
- 33.3%Fair
- Bridge Condition - Superstructure
- 22.2%Very good
- 11.1%Good
- 33.3%Satisfactory
- 33.3%Fair
- Bridge Condition - Substructure
- 22.2%Very good
- 22.2%Good
- 44.4%Satisfactory
- 11.1%Fair
- Bridge Condition - Channel
- 20.0%Very good
- 20.0%Good
- 20.0%Satisfactory
- 30.0%Fair
- 10.0%Poor
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Structure Number: 6036, Location: 0.9S 1.1W OF MARMATON (Lat: 37.819722, Lng: -94.844444), Route carried "on" structure: County highway 1194, Year Built: 1979, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 95 (year 2006), Average Future Daily Traffic: 95 (year 2039), Design Load: H 20, Features Intersected: MARMATON RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 5.409, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6036, Location: 0.9S 1.1W OF MARMATON (Lat: 37.819722, Lng: -94.844444), Route carried "on" structure: County highway 1194, Year Built: 1979, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 95 (year 2006), Average Future Daily Traffic: 95 (year 2039), Design Load: H 20, Features Intersected: MARMATON RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 5.409, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6037, Location: AT MARMATON (Lat: 37.833828, Lng: -94.823344), Route carried "on" structure: County highway 1194, Year Built: 1936, Status: Posted for load, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 95 (year 2006), Average Future Daily Traffic: 95 (year 2039), Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.789, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, 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: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 6037, Location: AT MARMATON (Lat: 37.833828, Lng: -94.823344), Route carried "on" structure: County highway 1194, Year Built: 1936, Status: Posted for load, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 95 (year 2006), Average Future Daily Traffic: 95 (year 2039), Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.789, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, 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: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 6108350596, Location: 4.0E OF UNIONTOWN (Lat: 37.848725, Lng: -94.907006), Route carried "on" structure: County highway 616, Year Built: 1924, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 100 (year 2006), Average Future Daily Traffic: 100 (year 2039), Features Intersected: WALNUT CREEK, Facility Carried by Structure: Minor 9.5-N.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: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6108350596, Location: 4.0E OF UNIONTOWN (Lat: 37.848725, Lng: -94.907006), Route carried "on" structure: County highway 616, Year Built: 1924, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 100 (year 2006), Average Future Daily Traffic: 100 (year 2039), Features Intersected: WALNUT CREEK, Facility Carried by Structure: Minor 9.5-N.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: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 61083705965, Location: 0.4 N 1.0W OF REDFIELD (Lat: 37.841389, Lng: -94.901389), Route carried "on" structure: County highway , Year Built: 1936, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1 (year 2021), Average Future Daily Traffic: 10 (year 2039), Features Intersected: TRIB. TO MARMATON RIVER, Facility Carried by Structure: LOCAL 9.7-N.5
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 61083705965, Location: 0.4 N 1.0W OF REDFIELD (Lat: 37.841389, Lng: -94.901389), Route carried "on" structure: County highway , Year Built: 1936, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1 (year 2021), Average Future Daily Traffic: 10 (year 2039), Features Intersected: TRIB. TO MARMATON RIVER, Facility Carried by Structure: LOCAL 9.7-N.5
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 61083906, Location: 1.1S 1.1W OF REDFIELD (Lat: 37.819742, Lng: -94.906111), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 20 (year 2006), Average Future Daily Traffic: 20 (year 2039), Features Intersected: TRIB. TO MARMATON RIVER, Facility Carried by Structure: LOCAL 9.9-P.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 61083906, Location: 1.1S 1.1W OF REDFIELD (Lat: 37.819742, Lng: -94.906111), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 20 (year 2006), Average Future Daily Traffic: 20 (year 2039), Features Intersected: TRIB. TO MARMATON RIVER, Facility Carried by Structure: LOCAL 9.9-P.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 61085505967, Location: W. EDGE OF REDFIELD (Lat: 37.837786, Lng: -94.887025), Route carried "on" structure: County highway , Year Built: 1936, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 75 (year 2006), Average Future Daily Traffic: 75 (year 2039), Features Intersected: TRIB. TO MARMATON RIVER, Facility Carried by Structure: LOCAL 10.5-N.7
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: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 61085505967, Location: W. EDGE OF REDFIELD (Lat: 37.837786, Lng: -94.887025), Route carried "on" structure: County highway , Year Built: 1936, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 75 (year 2006), Average Future Daily Traffic: 75 (year 2039), Features Intersected: TRIB. TO MARMATON RIVER, Facility Carried by Structure: LOCAL 10.5-N.7
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: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 6108760598, Location: 0.1S 1.0E OF REDFIELD (Lat: 37.834261, Lng: -94.866667), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 30 (year 2006), Average Future Daily Traffic: 30 (year 2039), Features Intersected: ROBINSON BRANCH, Facility Carried by Structure: Local 11.6-O.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Other Special Inspection Date: June 2021
Structure Number: 6108760598, Location: 0.1S 1.0E OF REDFIELD (Lat: 37.834261, Lng: -94.866667), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 30 (year 2006), Average Future Daily Traffic: 30 (year 2039), Features Intersected: ROBINSON BRANCH, Facility Carried by Structure: Local 11.6-O.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Other Special Inspection Date: June 2021
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Structure Number: 61091006028, Location: 2.2N OF HOLLISTER (Lat: 37.792508, Lng: -94.850703), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 25 (year 2006), Average Future Daily Traffic: 25 (year 2039), Design Load: HS 20, Features Intersected: S. FORK MARMATON RIVER, Facility Carried by Structure: LOCAL 13.0-Q.8
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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.28m (20.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $167,000, Roadway Improvement Cost: $17,000, Total Project Cost: $251,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 61091006028, Location: 2.2N OF HOLLISTER (Lat: 37.792508, Lng: -94.850703), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 25 (year 2006), Average Future Daily Traffic: 25 (year 2039), Design Load: HS 20, Features Intersected: S. FORK MARMATON RIVER, Facility Carried by Structure: LOCAL 13.0-Q.8
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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.28m (20.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $167,000, Roadway Improvement Cost: $17,000, Total Project Cost: $251,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6109190598, Location: AT MARMATON (Lat: 37.834308, Lng: -94.824550), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 50 (year 2006), Average Future Daily Traffic: 50 (year 2039), Features Intersected: TRIB. TO MARMATON RIVER, Facility Carried by Structure: LOCAL 13.9-O.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.9m (19.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6109190598, Location: AT MARMATON (Lat: 37.834308, Lng: -94.824550), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 50 (year 2006), Average Future Daily Traffic: 50 (year 2039), Features Intersected: TRIB. TO MARMATON RIVER, Facility Carried by Structure: LOCAL 13.9-O.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.9m (19.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 999905400060791, Location: 3.62 MI E EJCT K3 (Lat: 37.863056, Lng: -94.913056), Route carried "on" structure: US 54, Year Built: 2003, Status: Open, Structure Length: 3.58m (11.75ft), Average Daily Traffic: 2,384 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 2,634 (year 2041), Design Load: HS 25 or greater, Features Intersected: WALNUT CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 15.997, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.73m (38.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999905400060791, Location: 3.62 MI E EJCT K3 (Lat: 37.863056, Lng: -94.913056), Route carried "on" structure: US 54, Year Built: 2003, Status: Open, Structure Length: 3.58m (11.75ft), Average Daily Traffic: 2,384 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 2,634 (year 2041), Design Load: HS 25 or greater, Features Intersected: WALNUT CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 15.997, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.73m (38.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing