Bridge Statistics for Leon, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 144ft / 44.3mTotal length
- $55,000Total costs
- 40,774Total average daily traffic
- 9,531Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Leon
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 21930-1939
- 11940-1949
- 21950-1959
- 41960-1969
- 61970-1979
- 31980-1989
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 12.5%Very good
- 12.5%Good
- 50.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Superstructure
- 25.0%Very good
- 50.0%Satisfactory
- 12.5%Fair
- 12.5%Poor
- Bridge Condition - Substructure
- 25.0%Very good
- 25.0%Good
- 25.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Channel
- 5.0%Very good
- 35.0%Good
- 45.0%Satisfactory
- 5.0%Fair
- 10.0%Poor
- Bridge Condition - Culverts
- 7.7%Very good
- 69.2%Good
- 15.4%Satisfactory
- 7.7%Poor
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Structure Number: 80401, Location: 0.2S OF LEON (Lat: 37.677414, Lng: -96.784467), Route carried "on" structure: County highway 78, Year Built: 2019, Status: Open, Structure Length: 6.81m (22.34ft), Average Daily Traffic: 405 (year 2016), Average Future Daily Traffic: 420 (year 2040), Design Load: HL 93, Features Intersected: Little Walnut River, Facility Carried by Structure: SE Chelsea 881-14
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 2.4m (7.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 80401, Location: 0.2S OF LEON (Lat: 37.677414, Lng: -96.784467), Route carried "on" structure: County highway 78, Year Built: 2019, Status: Open, Structure Length: 6.81m (22.34ft), Average Daily Traffic: 405 (year 2016), Average Future Daily Traffic: 420 (year 2040), Design Load: HL 93, Features Intersected: Little Walnut River, Facility Carried by Structure: SE Chelsea 881-14
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 2.4m (7.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8041, Location: 0.1N OF K96 @ LEON (Lat: 37.671183, Lng: -96.784647), Route carried "on" structure: County highway 78, Year Built: 1941, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 425 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 500 (year 2040), Design Load: H 15, Features Intersected: Trib. to Little Walnut
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: 3.8m (12.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.4 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 desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8041, Location: 0.1N OF K96 @ LEON (Lat: 37.671183, Lng: -96.784647), Route carried "on" structure: County highway 78, Year Built: 1941, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 425 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 500 (year 2040), Design Load: H 15, Features Intersected: Trib. to Little Walnut
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: 3.8m (12.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.4 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 desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8122, Location: 0.3N K-96 IN LEON (Lat: 37.683983, Lng: -96.781319), Route carried "on" structure: County highway 1010, Year Built: 1981, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 830 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 750 (year 2040), Design Load: H 20, Features Intersected: WATERCOURSE, Facility Carried by Structure: S Main St 881-15
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), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8122, Location: 0.3N K-96 IN LEON (Lat: 37.683983, Lng: -96.781319), Route carried "on" structure: County highway 1010, Year Built: 1981, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 830 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 750 (year 2040), Design Load: H 20, Features Intersected: WATERCOURSE, Facility Carried by Structure: S Main St 881-15
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), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 60004, Location: 14.0N 0.2W OF PLAINS (Lat: 37.474889, Lng: -100.600000), Route carried "on" structure: County highway 285, Year Built: 1961, Year Reconstructed: 1966, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 358 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 429 (year 2040), Design Load: H 15, Features Intersected: DRAW UNNAMED
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 28.8 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 60004, Location: 14.0N 0.2W OF PLAINS (Lat: 37.474889, Lng: -100.600000), Route carried "on" structure: County highway 285, Year Built: 1961, Year Reconstructed: 1966, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 358 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 429 (year 2040), Design Load: H 15, Features Intersected: DRAW UNNAMED
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 28.8 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8087580624, Location: 2.7W 2.5S OF LEON (Lat: 37.650578, Lng: -96.828792), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 35 (year 2019), Average Future Daily Traffic: 35 (year 2040), Design Load: H 15, Features Intersected: LITTLE WALNUT RIVER, Facility Carried by Structure: SW 120th
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 6.7m (22.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8087580624, Location: 2.7W 2.5S OF LEON (Lat: 37.650578, Lng: -96.828792), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 35 (year 2019), Average Future Daily Traffic: 35 (year 2040), Design Load: H 15, Features Intersected: LITTLE WALNUT RIVER, Facility Carried by Structure: SW 120th
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 6.7m (22.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8087590622, Location: 2.0mi W & 1.0mi S of Leon (Lat: 37.664914, Lng: -96.826089), Route carried "on" structure: County highway 2278, Year Built: 2018, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 35 (year 2019), Average Future Daily Traffic: 35 (year 2040), Design Load: HL 93, Features Intersected: Trib to Walnut River, Facility Carried by Structure: SE 110th
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: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 67.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.1 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 8087590622, Location: 2.0mi W & 1.0mi S of Leon (Lat: 37.664914, Lng: -96.826089), Route carried "on" structure: County highway 2278, Year Built: 2018, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 35 (year 2019), Average Future Daily Traffic: 35 (year 2040), Design Load: HL 93, Features Intersected: Trib to Walnut River, Facility Carried by Structure: SE 110th
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: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 67.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.1 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 80879006128, Location: 1.5W 2.7N OF LEON (Lat: 37.725319, Lng: -96.807281), Route carried "on" structure: County highway , Year Built: 1932, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 35 (year 2019), Average Future Daily Traffic: 35 (year 2040), Features Intersected: BRANCH OF TURKEY CREEK, Facility Carried by Structure: SE Teter Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.6 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, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 80879006128, Location: 1.5W 2.7N OF LEON (Lat: 37.725319, Lng: -96.807281), Route carried "on" structure: County highway , Year Built: 1932, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 35 (year 2019), Average Future Daily Traffic: 35 (year 2040), Features Intersected: BRANCH OF TURKEY CREEK, Facility Carried by Structure: SE Teter Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.6 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, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8087900622, Location: 1.5W 1.5S OF LEON (Lat: 37.664528, Lng: -96.807222), Route carried "on" structure: County highway , Year Built: 1953, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 35 (year 2019), Average Future Daily Traffic: 35 (year 2040), Features Intersected: LITTLE WALNUT RIVER, Facility Carried by Structure: SE Teter Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Poor, Culverts: Poor, 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $3,000, Total Project Cost: $55,000 ( Estimate for 2017)
Structure Number: 8087900622, Location: 1.5W 1.5S OF LEON (Lat: 37.664528, Lng: -96.807222), Route carried "on" structure: County highway , Year Built: 1953, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 35 (year 2019), Average Future Daily Traffic: 35 (year 2040), Features Intersected: LITTLE WALNUT RIVER, Facility Carried by Structure: SE Teter Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Poor, Culverts: Poor, 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $3,000, Total Project Cost: $55,000 ( Estimate for 2017)
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Structure Number: 80879306265, Location: 1.0W 4.0S OF LEON (Lat: 37.628764, Lng: -96.801269), Route carried "on" structure: County highway 810, Year Built: 1968, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 35 (year 2019), Average Future Daily Traffic: 35 (year 2040), Design Load: H 15, Features Intersected: SMALL STREAM, Facility Carried by Structure: SE 135 St
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 27.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 80879306265, Location: 1.0W 4.0S OF LEON (Lat: 37.628764, Lng: -96.801269), Route carried "on" structure: County highway 810, Year Built: 1968, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 35 (year 2019), Average Future Daily Traffic: 35 (year 2040), Design Load: H 15, Features Intersected: SMALL STREAM, Facility Carried by Structure: SE 135 St
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 27.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 80881806268, Location: 0.3E 4.3S OF LEON (Lat: 37.624903, Lng: -96.776936), Route carried "on" structure: County highway 810, Year Built: 1968, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 35 (year 2019), Average Future Daily Traffic: 35 (year 2040), Design Load: H 15, Features Intersected: SMALL STREAM, Facility Carried by Structure: SE 137th Terr
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: 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 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 80881806268, Location: 0.3E 4.3S OF LEON (Lat: 37.624903, Lng: -96.776936), Route carried "on" structure: County highway 810, Year Built: 1968, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 35 (year 2019), Average Future Daily Traffic: 35 (year 2040), Design Load: H 15, Features Intersected: SMALL STREAM, Facility Carried by Structure: SE 137th Terr
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: 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 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 8088320618, Location: 0.7E 0.5N OF LEON (Lat: 37.693936, Lng: -96.766833), Route carried "on" structure: County highway , Year Built: 1925, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 35 (year 2019), Average Future Daily Traffic: 35 (year 2040), Features Intersected: LITTLE WALNUT RIVER, Facility Carried by Structure: SE 90th
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8088320618, Location: 0.7E 0.5N OF LEON (Lat: 37.693936, Lng: -96.766833), Route carried "on" structure: County highway , Year Built: 1925, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 35 (year 2019), Average Future Daily Traffic: 35 (year 2040), Features Intersected: LITTLE WALNUT RIVER, Facility Carried by Structure: SE 90th
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 80885406148, Location: 2.0E 1.7N OF LEON (Lat: 37.711531, Lng: -96.744128), Route carried "on" structure: County highway 822, Year Built: 1952, Status: Posted for load, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 100 (year 2019), Average Future Daily Traffic: 100 (year 2040), Design Load: H 15, Features Intersected: N. BR. LIT. WALNUT RIV., Facility Carried by Structure: SE Quito Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 20.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Critical Feature Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 80885406148, Location: 2.0E 1.7N OF LEON (Lat: 37.711531, Lng: -96.744128), Route carried "on" structure: County highway 822, Year Built: 1952, Status: Posted for load, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 100 (year 2019), Average Future Daily Traffic: 100 (year 2040), Design Load: H 15, Features Intersected: N. BR. LIT. WALNUT RIV., Facility Carried by Structure: SE Quito Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 20.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Critical Feature Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 80887006141, Location: 2.5E 2.4N OF LEON (Lat: 37.721386, Lng: -96.734061), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 30 (year 2019), Average Future Daily Traffic: 30 (year 2040), Features Intersected: N. BR. LIT. WALNUT RIV., Facility Carried by Structure: SE Ellis Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 19.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 80887006141, Location: 2.5E 2.4N OF LEON (Lat: 37.721386, Lng: -96.734061), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 30 (year 2019), Average Future Daily Traffic: 30 (year 2040), Features Intersected: N. BR. LIT. WALNUT RIV., Facility Carried by Structure: SE Ellis Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 19.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 999905400081961, Location: 0.86 MI N OF U-400 (Lat: 37.691944, Lng: -96.844444), Route carried "on" structure: US 54, Year Built: 1971, Year Reconstructed: 2004, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 1,233 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 1,596 (year 2041), Design Load: H 20, Features Intersected: LITTLE WALNUT RIV DRAIN
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 29.630, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 141.9m (465.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 35.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999905400081961, Location: 0.86 MI N OF U-400 (Lat: 37.691944, Lng: -96.844444), Route carried "on" structure: US 54, Year Built: 1971, Year Reconstructed: 2004, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 1,233 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 1,596 (year 2041), Design Load: H 20, Features Intersected: LITTLE WALNUT RIV DRAIN
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 29.630, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 141.9m (465.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 35.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999940000080381, Location: 1.90 MI E OF US-77 E JCT (Lat: 37.679167, Lng: -96.810556), Route carried "on" structure: US 400, Year Built: 1932, Year Reconstructed: 1985, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 6,548 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 10,730 (year 2041), Design Load: H 15, Features Intersected: LITTLE WALNUT RIVER DRG.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 30.700, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 13.4m (44.0ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.09m (6.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999940000080381, Location: 1.90 MI E OF US-77 E JCT (Lat: 37.679167, Lng: -96.810556), Route carried "on" structure: US 400, Year Built: 1932, Year Reconstructed: 1985, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 6,548 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 10,730 (year 2041), Design Load: H 15, Features Intersected: LITTLE WALNUT RIVER DRG.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 30.700, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 13.4m (44.0ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.09m (6.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999940000080391, Location: 2.86 MI E OF US-77 E JCT (Lat: 37.679444, Lng: -96.793333), Route carried "on" structure: US 400, Year Built: 1970, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 6,548 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 10,730 (year 2041), Design Load: H 20, Features Intersected: LITTLE WALNUT RIVER DRG.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 32.227, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 30.8m (101.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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: 2.48m (8.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999940000080391, Location: 2.86 MI E OF US-77 E JCT (Lat: 37.679444, Lng: -96.793333), Route carried "on" structure: US 400, Year Built: 1970, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 6,548 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 10,730 (year 2041), Design Load: H 20, Features Intersected: LITTLE WALNUT RIVER DRG.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 32.227, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 30.8m (101.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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: 2.48m (8.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999940000080401, Location: 3.40 MI E OF US-77 E JCT (Lat: 37.679444, Lng: -96.783333), Route carried "on" structure: US 400, Year Built: 1970, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 5,183 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 8,493 (year 2041), Design Load: H 20, Features Intersected: LITTLE WALNUT RIVER DRG.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 33.091, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 18.9m (62.0ft), Out-to-Out Width: 32.3m (106.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.88m (9.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999940000080401, Location: 3.40 MI E OF US-77 E JCT (Lat: 37.679444, Lng: -96.783333), Route carried "on" structure: US 400, Year Built: 1970, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 5,183 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 8,493 (year 2041), Design Load: H 20, Features Intersected: LITTLE WALNUT RIVER DRG.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 33.091, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 18.9m (62.0ft), Out-to-Out Width: 32.3m (106.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.88m (9.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999940000080411, Location: 3.47 MI E OF US-77 E JCT (Lat: 37.680278, Lng: -96.782222), Route carried "on" structure: City street 1010, Year Built: 1970, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 722 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 8,470 (year 2041), Design Load: H 20, Features Intersected: LITTLE WALNUT RIVER DRG., Facility Carried by Structure: SIDE RD.LEFT
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 18.1m (59.4ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.48m (8.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999940000080411, Location: 3.47 MI E OF US-77 E JCT (Lat: 37.680278, Lng: -96.782222), Route carried "on" structure: City street 1010, Year Built: 1970, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 722 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 8,470 (year 2041), Design Load: H 20, Features Intersected: LITTLE WALNUT RIVER DRG., Facility Carried by Structure: SIDE RD.LEFT
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 18.1m (59.4ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.48m (8.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999940000080421, Location: 3.68 MI E OF US-77 E JCT (Lat: 37.679444, Lng: -96.778056), Route carried "on" structure: US 400, Year Built: 1970, Status: Open, Structure Length: 11.66m (38.25ft), Average Daily Traffic: 5,183 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 8,493 (year 2041), Design Load: HS 20, Features Intersected: LITTLE WALNUT RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 33.553, 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: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 28.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 38.25m (125.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999940000080421, Location: 3.68 MI E OF US-77 E JCT (Lat: 37.679444, Lng: -96.778056), Route carried "on" structure: US 400, Year Built: 1970, Status: Open, Structure Length: 11.66m (38.25ft), Average Daily Traffic: 5,183 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 8,493 (year 2041), Design Load: HS 20, Features Intersected: LITTLE WALNUT RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 33.553, 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: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 28.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 38.25m (125.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999940000080431, Location: 3.98 MI E OF US-77 E JCT (Lat: 37.679444, Lng: -96.772778), Route carried "on" structure: US 400, Year Built: 1970, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 5,183 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 8,493 (year 2041), Design Load: H 20, Features Intersected: LITTLE WALNUT RIVER DRG.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 34.023, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 23.7m (77.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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: High priority of replacement, Length Of Structure Improvement: 2.72m (8.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999940000080431, Location: 3.98 MI E OF US-77 E JCT (Lat: 37.679444, Lng: -96.772778), Route carried "on" structure: US 400, Year Built: 1970, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 5,183 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 8,493 (year 2041), Design Load: H 20, Features Intersected: LITTLE WALNUT RIVER DRG.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 34.023, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 23.7m (77.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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: High priority of replacement, Length Of Structure Improvement: 2.72m (8.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999940000081371, Location: 7.71 MI E OF W JCT 77 (Lat: 37.676389, Lng: -96.843333), Route carried "on" structure: US 400, Year Built: 1985, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 6,548 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 10,730 (year 2041), Design Load: HS 20, Features Intersected: US-54 HWY NORTHBOUND
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 27.706, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), 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, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 20.81m (68.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999940000081371, Location: 7.71 MI E OF W JCT 77 (Lat: 37.676389, Lng: -96.843333), Route carried "on" structure: US 400, Year Built: 1985, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 6,548 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 10,730 (year 2041), Design Load: HS 20, Features Intersected: US-54 HWY NORTHBOUND
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 27.706, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), 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, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 20.81m (68.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999940000081371, Location: 7.71 MI E OF W JCT 77 (Lat: 37.676389, Lng: -96.843333), Route carried "under" structure: US 54, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 1,233 (year 2020), Truck Traffic: 26%, Features Intersected: US-54 HWY NORTHBOUND, Facility Carried by Structure: US-400 HWY
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 27.883, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)
Structure Number: 999940000081371, Location: 7.71 MI E OF W JCT 77 (Lat: 37.676389, Lng: -96.843333), Route carried "under" structure: US 54, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 1,233 (year 2020), Truck Traffic: 26%, Features Intersected: US-54 HWY NORTHBOUND, Facility Carried by Structure: US-400 HWY
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 27.883, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)