Bridge Statistics for Huron, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 62ft / 18.8mTotal length
- $615,000Total costs
- 992Total average daily traffic
- 119Total average daily truck traffic
- 1,322Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Huron
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 41990-1999
- 12000-2009
- 22010-2019
- Bridge Condition - Deck
- 50.0%Very good
- 25.0%Good
- 25.0%Satisfactory
- Bridge Condition - Superstructure
- 50.0%Very good
- 12.5%Good
- 25.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Substructure
- 50.0%Very good
- 12.5%Good
- 25.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Channel
- 20.0%Very good
- 20.0%Good
- 60.0%Satisfactory
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Structure Number: 3022, Location: 1.2W OF HURON (Lat: 39.638231, Lng: -95.372936), Route carried "on" structure: County highway 26, Year Built: 1930, Year Reconstructed: 1954, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 56 (year 2007), Average Future Daily Traffic: 95 (year 2040), Design Load: HS 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $130,000, Roadway Improvement Cost: $100,000, Total Project Cost: $235,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3022, Location: 1.2W OF HURON (Lat: 39.638231, Lng: -95.372936), Route carried "on" structure: County highway 26, Year Built: 1930, Year Reconstructed: 1954, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 56 (year 2007), Average Future Daily Traffic: 95 (year 2040), Design Load: HS 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $130,000, Roadway Improvement Cost: $100,000, Total Project Cost: $235,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3024, Location: 3.2E OF HURON (Lat: 39.638217, Lng: -95.291108), Route carried "on" structure: County highway 26, Year Built: 1994, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 76 (year 2007), Average Future Daily Traffic: 110 (year 2040), Design Load: HS 20, Features Intersected: INDEPENDENCE CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, 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: 11.0m (36.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 69.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3024, Location: 3.2E OF HURON (Lat: 39.638217, Lng: -95.291108), Route carried "on" structure: County highway 26, Year Built: 1994, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 76 (year 2007), Average Future Daily Traffic: 110 (year 2040), Design Load: HS 20, Features Intersected: INDEPENDENCE CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, 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: 11.0m (36.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 69.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 70B42, Location: 0.8N 2.3E OF EVEREST (Lat: 39.691619, Lng: -95.377350), Route carried "on" structure: County highway 1297, Year Built: 2017, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 240 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2042), Design Load: HL 93, Features Intersected: SOUTH FORK WOLF RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.5m (93.5ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 64.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 70B42, Location: 0.8N 2.3E OF EVEREST (Lat: 39.691619, Lng: -95.377350), Route carried "on" structure: County highway 1297, Year Built: 2017, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 240 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2042), Design Load: HL 93, Features Intersected: SOUTH FORK WOLF RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.5m (93.5ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 64.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3102720354, Location: 6.0N 0.2E OF EFFINGHAM (Lat: 39.609236, Lng: -95.392033), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 80 (year 2007), Average Future Daily Traffic: 120 (year 2040), Design Load: HS 20, Features Intersected: TRIB. LITTLE GRASSHOPPER, Facility Carried by Structure: LOCAL RD. N-10.4
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3102720354, Location: 6.0N 0.2E OF EFFINGHAM (Lat: 39.609236, Lng: -95.392033), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 80 (year 2007), Average Future Daily Traffic: 120 (year 2040), Design Load: HS 20, Features Intersected: TRIB. LITTLE GRASSHOPPER, Facility Carried by Structure: LOCAL RD. N-10.4
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3102720356, Location: 5.0N 0.4E OF EFFINGHAM (Lat: 39.594756, Lng: -95.394492), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 5 (year 2007), Average Future Daily Traffic: 7 (year 2040), Features Intersected: LITTLE GRASSHOPPER CREEK, Facility Carried by Structure: LOCAL RD. M-10.4
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.6m (11.8ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 8.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $275,000, Roadway Improvement Cost: $100,000, Total Project Cost: $380,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 3102720356, Location: 5.0N 0.4E OF EFFINGHAM (Lat: 39.594756, Lng: -95.394492), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 5 (year 2007), Average Future Daily Traffic: 7 (year 2040), Features Intersected: LITTLE GRASSHOPPER CREEK, Facility Carried by Structure: LOCAL RD. M-10.4
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.6m (11.8ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 8.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $275,000, Roadway Improvement Cost: $100,000, Total Project Cost: $380,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 3102900354, Location: 6.0N 1.3E OF EFFINGHAM (Lat: 39.608836, Lng: -95.377622), Route carried "on" structure: County highway 305, Year Built: 1999, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 100 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 150 (year 2040), Design Load: HS 20, Features Intersected: GRASSHOPPER CREEK, Facility Carried by Structure: MINOR COL 11.2-N.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3102900354, Location: 6.0N 1.3E OF EFFINGHAM (Lat: 39.608836, Lng: -95.377622), Route carried "on" structure: County highway 305, Year Built: 1999, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 100 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 150 (year 2040), Design Load: HS 20, Features Intersected: GRASSHOPPER CREEK, Facility Carried by Structure: MINOR COL 11.2-N.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31029003543, Location: 5.7N 1.3E OF EFFINGHAM (Lat: 39.602981, Lng: -95.377139), Route carried "on" structure: County highway 305, Year Built: 1935, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 20 (year 2007), Average Future Daily Traffic: 30 (year 2040), Features Intersected: TRIB. TO GRASSHOPPER CK., Facility Carried by Structure: MINOR COL 11.2-M.7
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.5m (14.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 31029003543, Location: 5.7N 1.3E OF EFFINGHAM (Lat: 39.602981, Lng: -95.377139), Route carried "on" structure: County highway 305, Year Built: 1935, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 20 (year 2007), Average Future Daily Traffic: 30 (year 2040), Features Intersected: TRIB. TO GRASSHOPPER CK., Facility Carried by Structure: MINOR COL 11.2-M.7
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.5m (14.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 7102990346, Location: 0.5S 3.1E OF EVEREST (Lat: 39.667464, Lng: -95.360911), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 45 (year 2016), Average Future Daily Traffic: 49 (year 2042), Design Load: H 20, Features Intersected: UNNAMED STREAM, Facility Carried by Structure: 110th St.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7102990346, Location: 0.5S 3.1E OF EVEREST (Lat: 39.667464, Lng: -95.360911), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 45 (year 2016), Average Future Daily Traffic: 49 (year 2042), Design Load: H 20, Features Intersected: UNNAMED STREAM, Facility Carried by Structure: 110th St.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 999902000070631, Location: 3.95 MI NE E JCT US 73 (Lat: 39.681944, Lng: -95.368611), Route carried "on" structure: State highway 20, Year Built: 2014, Status: Open, Structure Length: 4.34m (14.24ft), Average Daily Traffic: 220 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 274 (year 2041), Design Load: HL 93, Features Intersected: SOUTH FORK WOLF RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 32.613, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.6 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: 45.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 14.26m (46.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999902000070631, Location: 3.95 MI NE E JCT US 73 (Lat: 39.681944, Lng: -95.368611), Route carried "on" structure: State highway 20, Year Built: 2014, Status: Open, Structure Length: 4.34m (14.24ft), Average Daily Traffic: 220 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 274 (year 2041), Design Load: HL 93, Features Intersected: SOUTH FORK WOLF RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 32.613, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.6 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: 45.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 14.26m (46.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999902000220481, Location: 3.07 MI E BROWN COLN (Lat: 39.674722, Lng: -95.290556), Route carried "on" structure: State highway 20, Year Built: 2004, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 187 (year 2041), Design Load: HS 20, Features Intersected: INDEPENDENCE CREEK DRG
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 4.973, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Channel: Satisfactory, Culverts: Very good, Inventory Rating: 75.3 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: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.88m (9.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999902000220481, Location: 3.07 MI E BROWN COLN (Lat: 39.674722, Lng: -95.290556), Route carried "on" structure: State highway 20, Year Built: 2004, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 187 (year 2041), Design Load: HS 20, Features Intersected: INDEPENDENCE CREEK DRG
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 4.973, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Channel: Satisfactory, Culverts: Very good, Inventory Rating: 75.3 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: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.88m (9.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous