Bridge Statistics for Matfield Green, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 262ft / 80.0mTotal length
- 61,920Total average daily traffic
- 17,998Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Matfield Green
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11940-1949
- 151950-1959
- 11960-1969
- 11980-1989
- 12010-2019
- Bridge Condition - Deck
- 25.0%Very good
- 41.7%Good
- 25.0%Satisfactory
- 8.3%Fair
- Bridge Condition - Superstructure
- 16.7%Very good
- 66.7%Good
- 16.7%Satisfactory
- Bridge Condition - Substructure
- 16.7%Very good
- 75.0%Good
- 8.3%Satisfactory
- Bridge Condition - Channel
- 7.1%Very good
- 64.3%Good
- 7.1%Satisfactory
- 14.3%Fair
- 7.1%Poor
- Bridge Condition - Culverts
- 60.0%Good
- 40.0%Satisfactory
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Structure Number: 9042, Location: 20.0S 0.2W OF STRONG CITY (Lat: 38.108056, Lng: -96.544669), Route carried "on" structure: County highway 1075, Year Built: 1953, Status: Posted for load, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 35 (year 2014), Average Future Daily Traffic: 42 (year 2039), Design Load: H 15, Features Intersected: THURMAN CREEK
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), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 33.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 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 desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9042, Location: 20.0S 0.2W OF STRONG CITY (Lat: 38.108056, Lng: -96.544669), Route carried "on" structure: County highway 1075, Year Built: 1953, Status: Posted for load, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 35 (year 2014), Average Future Daily Traffic: 42 (year 2039), Design Load: H 15, Features Intersected: THURMAN CREEK
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), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 33.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 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 desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9043, Location: 19.5S 0.5W OF STRONG CITY (Lat: 38.115261, Lng: -96.551622), Route carried "on" structure: County highway 1075, Year Built: 1957, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 35 (year 2014), Average Future Daily Traffic: 42 (year 2039), Design Load: H 15, Features Intersected: TRIB. TO THURMAN CREEK
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), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 9043, Location: 19.5S 0.5W OF STRONG CITY (Lat: 38.115261, Lng: -96.551622), Route carried "on" structure: County highway 1075, Year Built: 1957, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 35 (year 2014), Average Future Daily Traffic: 42 (year 2039), Design Load: H 15, Features Intersected: TRIB. TO THURMAN CREEK
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), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 9044, Location: 17.3S 1.0W OF STRONG CITY (Lat: 38.150000, Lng: -96.558697), Route carried "on" structure: County highway 1075, Year Built: 1957, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 80 (year 2014), Average Future Daily Traffic: 96 (year 2039), Design Load: H 15, Features Intersected: MERCER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 29.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9044, Location: 17.3S 1.0W OF STRONG CITY (Lat: 38.150000, Lng: -96.558697), Route carried "on" structure: County highway 1075, Year Built: 1957, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 80 (year 2014), Average Future Daily Traffic: 96 (year 2039), Design Load: H 15, Features Intersected: MERCER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 29.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9056, Location: 16.5S 0.7W OF STRONG CITY (Lat: 38.159072, Lng: -96.553489), Route carried "on" structure: County highway 1804, Year Built: 1961, Status: Posted for load, Structure Length: 8.02m (26.31ft), Average Daily Traffic: 55 (year 2014), Average Future Daily Traffic: 66 (year 2039), Design Load: H 15, Features Intersected: STOUT CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9056, Location: 16.5S 0.7W OF STRONG CITY (Lat: 38.159072, Lng: -96.553489), Route carried "on" structure: County highway 1804, Year Built: 1961, Status: Posted for load, Structure Length: 8.02m (26.31ft), Average Daily Traffic: 55 (year 2014), Average Future Daily Traffic: 66 (year 2039), Design Load: H 15, Features Intersected: STOUT CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999903500090373, Location: 3.28 MI NE BUTLER CO LINE (Lat: 38.123889, Lng: -96.553611), Route carried "on" structure: County highway 1075, Year Built: 1956, Status: Open, Structure Length: 5.32m (17.45ft), Average Daily Traffic: 52 (year 2020), Average Future Daily Traffic: 11,137 (year 2041), Design Load: H 15, Features Intersected: I-35 HWY (KTA)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 3.930, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 34.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 17.45m (57.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999903500090373, Location: 3.28 MI NE BUTLER CO LINE (Lat: 38.123889, Lng: -96.553611), Route carried "on" structure: County highway 1075, Year Built: 1956, Status: Open, Structure Length: 5.32m (17.45ft), Average Daily Traffic: 52 (year 2020), Average Future Daily Traffic: 11,137 (year 2041), Design Load: H 15, Features Intersected: I-35 HWY (KTA)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 3.930, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 34.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 17.45m (57.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999903500090383, Location: 3.73 MI NE BUTLER CO LINE (Lat: 38.128333, Lng: -96.547500), Route carried "on" structure: Interstate 35, Year Built: 1956, Year Reconstructed: 2019, Status: Open, Structure Length: 9.25m (30.35ft), Average Daily Traffic: 6,740 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 9,442 (year 2041), Design Load: HS 20+Mod, Features Intersected: S. FORK COTTONWOOD RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 5.967, Lanes on structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 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: Equal to present minimum criteria, Length Of Structure Improvement: 30.40m (99.74ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999903500090383, Location: 3.73 MI NE BUTLER CO LINE (Lat: 38.128333, Lng: -96.547500), Route carried "on" structure: Interstate 35, Year Built: 1956, Year Reconstructed: 2019, Status: Open, Structure Length: 9.25m (30.35ft), Average Daily Traffic: 6,740 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 9,442 (year 2041), Design Load: HS 20+Mod, Features Intersected: S. FORK COTTONWOOD RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 5.967, Lanes on structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 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: Equal to present minimum criteria, Length Of Structure Improvement: 30.40m (99.74ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999903500090393, Location: 3.72 MI NE BUTLER CO LINE (Lat: 38.128056, Lng: -96.547500), Route carried "on" structure: Interstate 35, Year Built: 1956, Year Reconstructed: 2019, Status: Open, Structure Length: 9.25m (30.35ft), Average Daily Traffic: 6,740 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 9,442 (year 2041), Design Load: HS 20+Mod, Features Intersected: S. FORK COTTONWOOD RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 5.963, Lanes on structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 30.40m (99.74ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999903500090393, Location: 3.72 MI NE BUTLER CO LINE (Lat: 38.128056, Lng: -96.547500), Route carried "on" structure: Interstate 35, Year Built: 1956, Year Reconstructed: 2019, Status: Open, Structure Length: 9.25m (30.35ft), Average Daily Traffic: 6,740 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 9,442 (year 2041), Design Load: HS 20+Mod, Features Intersected: S. FORK COTTONWOOD RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 5.963, Lanes on structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 30.40m (99.74ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999903500090403, Location: 5.07 MI NE BUTLER CO LINE (Lat: 38.139167, Lng: -96.527500), Route carried "on" structure: Interstate 35, Year Built: 1956, Status: Open, Structure Length: 4.89m (16.04ft), Average Daily Traffic: 6,740 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 9,442 (year 2041), Design Load: H 20, Features Intersected: LITTLE CEDAR CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.126, Lanes on structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 16.05m (52.66ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 999903500090403, Location: 5.07 MI NE BUTLER CO LINE (Lat: 38.139167, Lng: -96.527500), Route carried "on" structure: Interstate 35, Year Built: 1956, Status: Open, Structure Length: 4.89m (16.04ft), Average Daily Traffic: 6,740 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 9,442 (year 2041), Design Load: H 20, Features Intersected: LITTLE CEDAR CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.126, Lanes on structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 16.05m (52.66ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 999903500090413, Location: 5.06 MI NE BUTLER CO LINE (Lat: 38.138889, Lng: -96.527222), Route carried "on" structure: Interstate 35, Year Built: 1956, Status: Open, Structure Length: 4.89m (16.04ft), Average Daily Traffic: 6,740 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 9,442 (year 2041), Design Load: H 20, Features Intersected: LITTLE CEDAR CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.129, Lanes on structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 16.05m (52.66ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 999903500090413, Location: 5.06 MI NE BUTLER CO LINE (Lat: 38.138889, Lng: -96.527222), Route carried "on" structure: Interstate 35, Year Built: 1956, Status: Open, Structure Length: 4.89m (16.04ft), Average Daily Traffic: 6,740 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 9,442 (year 2041), Design Load: H 20, Features Intersected: LITTLE CEDAR CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.129, Lanes on structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 16.05m (52.66ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 999903500090423, Location: 5.42 MI NE BUTLER CO LINE (Lat: 38.141944, Lng: -96.522222), Route carried "on" structure: ServiceCounty highway 146, Year Built: 1956, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 7 (year 2020), Average Future Daily Traffic: 11,137 (year 2041), Design Load: H 15, Features Intersected: I-35 HWY (KTA), Facility Carried by Structure: LOCAL RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.158, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 19.10m (62.66ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 999903500090423, Location: 5.42 MI NE BUTLER CO LINE (Lat: 38.141944, Lng: -96.522222), Route carried "on" structure: ServiceCounty highway 146, Year Built: 1956, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 7 (year 2020), Average Future Daily Traffic: 11,137 (year 2041), Design Load: H 15, Features Intersected: I-35 HWY (KTA), Facility Carried by Structure: LOCAL RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.158, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 19.10m (62.66ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 999903500090433, Location: 5.95 MI NE BUTLER CO LINE (Lat: 38.145000, Lng: -96.513056), Route carried "on" structure: County highway 1804, Year Built: 1956, Status: Open, Structure Length: 7.51m (24.64ft), Average Daily Traffic: 44 (year 2020), Average Future Daily Traffic: 11,137 (year 2041), Design Load: H 15, Features Intersected: I-35 HWY (KTA), Facility Carried by Structure: SHAW CREEK ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 5.362, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 28.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 24.65m (80.87ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 999903500090433, Location: 5.95 MI NE BUTLER CO LINE (Lat: 38.145000, Lng: -96.513056), Route carried "on" structure: County highway 1804, Year Built: 1956, Status: Open, Structure Length: 7.51m (24.64ft), Average Daily Traffic: 44 (year 2020), Average Future Daily Traffic: 11,137 (year 2041), Design Load: H 15, Features Intersected: I-35 HWY (KTA), Facility Carried by Structure: SHAW CREEK ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 5.362, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 28.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 24.65m (80.87ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 999903500090543, Location: 5.53 MI NE BUTLER CO LINE (Lat: 38.142778, Lng: -96.520000), Route carried "on" structure: Interstate 35, Year Built: 1955, Status: Open, Structure Length: 2.24m (7.35ft), Average Daily Traffic: 6,740 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 9,442 (year 2041), Design Load: H 20, Features Intersected: SHAW CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.905, Lanes on structure: 4, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 27.4m (89.9ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 45.2m (148.3ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.34m (24.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999903500090543, Location: 5.53 MI NE BUTLER CO LINE (Lat: 38.142778, Lng: -96.520000), Route carried "on" structure: Interstate 35, Year Built: 1955, Status: Open, Structure Length: 2.24m (7.35ft), Average Daily Traffic: 6,740 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 9,442 (year 2041), Design Load: H 20, Features Intersected: SHAW CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.905, Lanes on structure: 4, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 27.4m (89.9ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 45.2m (148.3ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.34m (24.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999917700090261, Location: 3.05 MI N BUTLER COLN (Lat: 38.122778, Lng: -96.592222), Route carried "on" structure: State highway 177, Year Built: 1937, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 465 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 590 (year 2041), Design Load: H 15, Features Intersected: MERCER CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 4.918, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.76m (15.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999917700090261, Location: 3.05 MI N BUTLER COLN (Lat: 38.122778, Lng: -96.592222), Route carried "on" structure: State highway 177, Year Built: 1937, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 465 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 590 (year 2041), Design Load: H 15, Features Intersected: MERCER CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 4.918, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.76m (15.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999917700090281, Location: 3.72 MI N BUTLER COLN (Lat: 38.131389, Lng: -96.590556), Route carried "on" structure: State highway 177, Year Built: 1956, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 465 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 590 (year 2041), Design Load: H 20, Features Intersected: JACKCREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 6.001, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 8.5m (27.9ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 61.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.88m (9.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999917700090281, Location: 3.72 MI N BUTLER COLN (Lat: 38.131389, Lng: -96.590556), Route carried "on" structure: State highway 177, Year Built: 1956, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 465 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 590 (year 2041), Design Load: H 20, Features Intersected: JACKCREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 6.001, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 8.5m (27.9ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 61.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.88m (9.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999917700090291, Location: 7.91 MI N BUTLER COLN (Lat: 38.180556, Lng: -96.567222), Route carried "on" structure: State highway 177, Year Built: 1948, Status: Open, Structure Length: 3.58m (11.75ft), Average Daily Traffic: 575 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 730 (year 2041), Design Load: H 15, Features Intersected: CROCKER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 12.696, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 39.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.8 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 11.75m (38.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999917700090291, Location: 7.91 MI N BUTLER COLN (Lat: 38.180556, Lng: -96.567222), Route carried "on" structure: State highway 177, Year Built: 1948, Status: Open, Structure Length: 3.58m (11.75ft), Average Daily Traffic: 575 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 730 (year 2041), Design Load: H 15, Features Intersected: CROCKER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 12.696, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 39.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.8 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 11.75m (38.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999917700090511, Location: 9.80 MI N BUTLER COLN (Lat: 38.208333, Lng: -96.567222), Route carried "on" structure: State highway 177, Year Built: 1980, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 575 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 730 (year 2041), Design Load: H 20, Features Intersected: KIRK CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 15.794, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.29m (10.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999917700090511, Location: 9.80 MI N BUTLER COLN (Lat: 38.208333, Lng: -96.567222), Route carried "on" structure: State highway 177, Year Built: 1980, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 575 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 730 (year 2041), Design Load: H 20, Features Intersected: KIRK CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 15.794, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.29m (10.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999917700090741, Location: 10.52 MI N BUTLER COLN (Lat: 38.218889, Lng: -96.567222), Route carried "on" structure: State highway 177, Year Built: 2012, Status: Open, Structure Length: 4.34m (14.24ft), Average Daily Traffic: 575 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 730 (year 2041), Design Load: HL 93, Features Intersected: NICKEL CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 16.975, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), 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: 10.7m (35.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 59.0 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: 45.7 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 14.25m (46.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999917700090741, Location: 10.52 MI N BUTLER COLN (Lat: 38.218889, Lng: -96.567222), Route carried "on" structure: State highway 177, Year Built: 2012, Status: Open, Structure Length: 4.34m (14.24ft), Average Daily Traffic: 575 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 730 (year 2041), Design Load: HL 93, Features Intersected: NICKEL CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 16.975, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), 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: 10.7m (35.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 59.0 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: 45.7 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 14.25m (46.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999903500090373, Location: 3.28 MI NE BUTLER CO LINE (Lat: 38.123889, Lng: -96.553611), Route carried "under" structure: Interstate 35, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 8,419 (year 2020), Truck Traffic: 29%, Features Intersected: I-35 HWY (KTA), Facility Carried by Structure: RS1075
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 5.263, Lanes on structure: 2, Lanes under structure: 4, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.6m (47.9ft)
Structure Number: 999903500090373, Location: 3.28 MI NE BUTLER CO LINE (Lat: 38.123889, Lng: -96.553611), Route carried "under" structure: Interstate 35, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 8,419 (year 2020), Truck Traffic: 29%, Features Intersected: I-35 HWY (KTA), Facility Carried by Structure: RS1075
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 5.263, Lanes on structure: 2, Lanes under structure: 4, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.6m (47.9ft)
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Structure Number: 999903500090423, Location: 5.42 MI NE BUTLER CO LINE (Lat: 38.141944, Lng: -96.522222), Route carried "under" structure: Interstate 35, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 8,419 (year 2020), Truck Traffic: 29%, Features Intersected: I-35 HWY (KTA), Facility Carried by Structure: LOCAL RD
Minimum Vertical Clearance: 4.74m (15.55ft), Kilometerpoint: 8.689, Lanes on structure: 2, Lanes under structure: 4, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 15.8m (51.8ft)
Structure Number: 999903500090423, Location: 5.42 MI NE BUTLER CO LINE (Lat: 38.141944, Lng: -96.522222), Route carried "under" structure: Interstate 35, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 8,419 (year 2020), Truck Traffic: 29%, Features Intersected: I-35 HWY (KTA), Facility Carried by Structure: LOCAL RD
Minimum Vertical Clearance: 4.74m (15.55ft), Kilometerpoint: 8.689, Lanes on structure: 2, Lanes under structure: 4, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 15.8m (51.8ft)
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Structure Number: 999903500090433, Location: 5.95 MI NE BUTLER CO LINE (Lat: 38.145000, Lng: -96.513056), Route carried "under" structure: Interstate 35, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 8,419 (year 2020), Truck Traffic: 29%, Features Intersected: I-35 HWY (KTA), Facility Carried by Structure: SHAW CREEK ROAD
Minimum Vertical Clearance: 4.77m (15.65ft), Kilometerpoint: 9.558, Lanes on structure: 2, Lanes under structure: 4, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 20.7m (67.9ft)
Structure Number: 999903500090433, Location: 5.95 MI NE BUTLER CO LINE (Lat: 38.145000, Lng: -96.513056), Route carried "under" structure: Interstate 35, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 8,419 (year 2020), Truck Traffic: 29%, Features Intersected: I-35 HWY (KTA), Facility Carried by Structure: SHAW CREEK ROAD
Minimum Vertical Clearance: 4.77m (15.65ft), Kilometerpoint: 9.558, Lanes on structure: 2, Lanes under structure: 4, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 20.7m (67.9ft)