Bridge Statistics for Yoder, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 30Number of bridges
- 269ft / 82.1mTotal length
- $548,000Total costs
- 46,079Total average daily traffic
- 7,478Total average daily truck traffic
- 71,200Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Yoder
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 51950-1959
- 81960-1969
- 21970-1979
- 11980-1989
- 91990-1999
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 21990-1999
- Bridge Condition - Deck
- 20.0%Very good
- 53.3%Good
- 20.0%Satisfactory
- 6.7%Fair
- Bridge Condition - Superstructure
- 53.3%Very good
- 13.3%Good
- 26.7%Satisfactory
- 6.7%Fair
- Bridge Condition - Substructure
- 46.7%Very good
- 20.0%Good
- 13.3%Satisfactory
- 20.0%Fair
- Bridge Condition - Channel
- 3.8%Very good
- 38.5%Good
- 50.0%Satisfactory
- 7.7%Fair
- Bridge Condition - Culverts
- 80.0%Good
- 20.0%Satisfactory
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Structure Number: 78031, Location: 0.5E OF ELMER (Lat: 37.970281, Lng: -97.919303), Route carried "on" structure: County highway 555, Year Built: 1957, Status: Posted for load, Structure Length: 4.98m (16.34ft), Average Daily Traffic: 160 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 190 (year 2040), Design Load: H 15, Features Intersected: SAND CREEK, Facility Carried by Structure: TRAIIL WEST.31.18
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: 5, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 78031, Location: 0.5E OF ELMER (Lat: 37.970281, Lng: -97.919303), Route carried "on" structure: County highway 555, Year Built: 1957, Status: Posted for load, Structure Length: 4.98m (16.34ft), Average Daily Traffic: 160 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 190 (year 2040), Design Load: H 15, Features Intersected: SAND CREEK, Facility Carried by Structure: TRAIIL WEST.31.18
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: 5, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 78042, Location: 7.4W OF HAVEN (Lat: 37.897628, Lng: -97.929764), Route carried "on" structure: County highway 556, Year Built: 1925, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 545 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 655 (year 2040), Design Load: H 10, Features Intersected: TRIB TO CROW CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 17.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $122,000, Roadway Improvement Cost: $14,000, Total Project Cost: $135,000 ( Estimate for 2018), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 78042, Location: 7.4W OF HAVEN (Lat: 37.897628, Lng: -97.929764), Route carried "on" structure: County highway 556, Year Built: 1925, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 545 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 655 (year 2040), Design Load: H 10, Features Intersected: TRIB TO CROW CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 17.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $122,000, Roadway Improvement Cost: $14,000, Total Project Cost: $135,000 ( Estimate for 2018), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 78043, Location: 6.0W OF HAVEN (Lat: 37.897622, Lng: -97.897931), Route carried "on" structure: County highway 556, Year Built: 1925, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 545 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 655 (year 2040), Design Load: H 10, Features Intersected: TRIB TO CROW CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), 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: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 17.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, 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), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $122,000, Roadway Improvement Cost: $14,000, Total Project Cost: $135,000 ( Estimate for 2018), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 78043, Location: 6.0W OF HAVEN (Lat: 37.897622, Lng: -97.897931), Route carried "on" structure: County highway 556, Year Built: 1925, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 545 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 655 (year 2040), Design Load: H 10, Features Intersected: TRIB TO CROW CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), 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: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 17.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, 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), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $122,000, Roadway Improvement Cost: $14,000, Total Project Cost: $135,000 ( Estimate for 2018), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 78044, Location: 2.5W OF HAVEN (Lat: 37.897658, Lng: -97.840186), Route carried "on" structure: County highway 556, Year Built: 1961, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 470 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 565 (year 2040), Design Load: H 15, Features Intersected: STREAM
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), 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: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.9 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: July 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 78044, Location: 2.5W OF HAVEN (Lat: 37.897658, Lng: -97.840186), Route carried "on" structure: County highway 556, Year Built: 1961, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 470 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 565 (year 2040), Design Load: H 15, Features Intersected: STREAM
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), 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: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.9 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: July 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 78058, Location: 0.7S OF YODER (Lat: 37.934222, Lng: -97.866694), Route carried "on" structure: County highway 559, Year Built: 1966, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 440 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 530 (year 2040), Design Load: H 15, Features Intersected: TRIB ARKANSAS RIVER, Facility Carried by Structure: YODER RD.14.52
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), 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: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.4 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 78058, Location: 0.7S OF YODER (Lat: 37.934222, Lng: -97.866694), Route carried "on" structure: County highway 559, Year Built: 1966, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 440 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 530 (year 2040), Design Load: H 15, Features Intersected: TRIB ARKANSAS RIVER, Facility Carried by Structure: YODER RD.14.52
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), 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: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.4 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 78059, Location: 3.0N OF YODER (Lat: 37.984278, Lng: -97.866694), Route carried "on" structure: County highway 559, Year Built: 1995, Status: Open, Structure Length: 20.82m (68.31ft), Average Daily Traffic: 6,185 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 7,420 (year 2040), Design Load: HS 20, Features Intersected: ARKANSAS RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 25.8 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: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 21.34m (70.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $3,000, Total Project Cost: $3,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 78059, Location: 3.0N OF YODER (Lat: 37.984278, Lng: -97.866694), Route carried "on" structure: County highway 559, Year Built: 1995, Status: Open, Structure Length: 20.82m (68.31ft), Average Daily Traffic: 6,185 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 7,420 (year 2040), Design Load: HS 20, Features Intersected: ARKANSAS RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 25.8 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: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 21.34m (70.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $3,000, Total Project Cost: $3,000 ( Estimate for 2018), 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: 78075, Location: 0.7E OF YODER (Lat: 37.940944, Lng: -97.854917), Route carried "on" structure: County highway 631, Year Built: 1956, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 265 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 320 (year 2040), Design Load: H 15, Features Intersected: TRIB ARKANSAS RIVER, Facility Carried by Structure: RED ROCK RD.34.64
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: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 78075, Location: 0.7E OF YODER (Lat: 37.940944, Lng: -97.854917), Route carried "on" structure: County highway 631, Year Built: 1956, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 265 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 320 (year 2040), Design Load: H 15, Features Intersected: TRIB ARKANSAS RIVER, Facility Carried by Structure: RED ROCK RD.34.64
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: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 78076, Location: 0.9E OF YODER (Lat: 37.940903, Lng: -97.851236), Route carried "on" structure: County highway 631, Year Built: 1956, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 265 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 320 (year 2040), Design Load: H 15, Features Intersected: TRIB ARKANSAS RIVER, Facility Carried by Structure: RED ROCK RD.34.85
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: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 29.9 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 78076, Location: 0.9E OF YODER (Lat: 37.940903, Lng: -97.851236), Route carried "on" structure: County highway 631, Year Built: 1956, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 265 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 320 (year 2040), Design Load: H 15, Features Intersected: TRIB ARKANSAS RIVER, Facility Carried by Structure: RED ROCK RD.34.85
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: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 29.9 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 78077, Location: 1.6E OF YODER (Lat: 37.941014, Lng: -97.837639), Route carried "on" structure: County highway 631, Year Built: 1957, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 265 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 320 (year 2040), Design Load: H 15, Features Intersected: DRAIN, Facility Carried by Structure: Red Rock Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 57.293, 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: 4, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 19.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 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: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Other Special Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 78077, Location: 1.6E OF YODER (Lat: 37.941014, Lng: -97.837639), Route carried "on" structure: County highway 631, Year Built: 1957, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 265 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 320 (year 2040), Design Load: H 15, Features Intersected: DRAIN, Facility Carried by Structure: Red Rock Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 57.293, 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: 4, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 19.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 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: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Other Special Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 78078, Location: 2.5E OF YODER (Lat: 37.941042, Lng: -97.821389), Route carried "on" structure: County highway 631, Year Built: 1956, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 265 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 320 (year 2040), Design Load: H 15, Features Intersected: DEVILS DITCH CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 58.725, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 27.9 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 78078, Location: 2.5E OF YODER (Lat: 37.941042, Lng: -97.821389), Route carried "on" structure: County highway 631, Year Built: 1956, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 265 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 320 (year 2040), Design Load: H 15, Features Intersected: DEVILS DITCH CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 58.725, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 27.9 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 780757005804, Location: 6.3S 0.2E OF HUTCHINSON (Lat: 37.967444, Lng: -97.921986), Route carried "on" structure: County highway 2052, Year Built: 2019, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 93 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 100 (year 2040), Design Load: HS 20, Features Intersected: SAND CREEK, Facility Carried by Structure: McNEW RD.16.70
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: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.8m (35.4ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 780757005804, Location: 6.3S 0.2E OF HUTCHINSON (Lat: 37.967444, Lng: -97.921986), Route carried "on" structure: County highway 2052, Year Built: 2019, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 93 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 100 (year 2040), Design Load: HS 20, Features Intersected: SAND CREEK, Facility Carried by Structure: McNEW RD.16.70
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: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.8m (35.4ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 78075900592, Location: 7.0W 1.0S OF HAVEN (Lat: 37.883033, Lng: -97.904483), Route carried "on" structure: County highway , Year Built: 1979, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 16 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 20 (year 2040), Design Load: H 15, Features Intersected: DRAIN, Facility Carried by Structure: IRISH CRK RD.31.99
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 29.7 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 78075900592, Location: 7.0W 1.0S OF HAVEN (Lat: 37.883033, Lng: -97.904483), Route carried "on" structure: County highway , Year Built: 1979, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 16 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 20 (year 2040), Design Load: H 15, Features Intersected: DRAIN, Facility Carried by Structure: IRISH CRK RD.31.99
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 29.7 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 780765005769, Location: 3.0S 3.0E OF HUTCHINSON (Lat: 37.986306, Lng: -97.848431), Route carried "on" structure: County highway , Year Built: 1964, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 29 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 35 (year 2040), Features Intersected: COW CREEK, Facility Carried by Structure: OBEE RD.18.10
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 19.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 780765005769, Location: 3.0S 3.0E OF HUTCHINSON (Lat: 37.986306, Lng: -97.848431), Route carried "on" structure: County highway , Year Built: 1964, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 29 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 35 (year 2040), Features Intersected: COW CREEK, Facility Carried by Structure: OBEE RD.18.10
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 19.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 780765005841, Location: 2.0N 3.5W OF HAVEN (Lat: 37.939639, Lng: -97.848514), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 52 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 60 (year 2040), Features Intersected: DRAIN, Facility Carried by Structure: OBEE RD.14.90
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.3 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: Better than 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: July 2020, Other Special Inspection Date: March 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 780765005841, Location: 2.0N 3.5W OF HAVEN (Lat: 37.939639, Lng: -97.848514), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 52 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 60 (year 2040), Features Intersected: DRAIN, Facility Carried by Structure: OBEE RD.14.90
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.3 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: Better than 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: July 2020, Other Special Inspection Date: March 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 780765205849, Location: 1.2E 0.9S OF YODER (Lat: 37.928278, Lng: -97.844889), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.84m (6.04ft), Average Daily Traffic: 16 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 20 (year 2040), Design Load: HS 20, Features Intersected: Devils Creek, Facility Carried by Structure: LAUREL RD.35.23
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: 4, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 90.6 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, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Other Special Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 780765205849, Location: 1.2E 0.9S OF YODER (Lat: 37.928278, Lng: -97.844889), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.84m (6.04ft), Average Daily Traffic: 16 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 20 (year 2040), Design Load: HS 20, Features Intersected: Devils Creek, Facility Carried by Structure: LAUREL RD.35.23
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: 4, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 90.6 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, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Other Special Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 78076530578, Location: 3.0S 3.0E OF HUTCHINSON (Lat: 37.984764, Lng: -97.843792), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 2.49m (8.17ft), Average Daily Traffic: 47 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 55 (year 2040), Features Intersected: COW CREEK, Facility Carried by Structure: Eales Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Other Special Inspection Date: March 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 78076530578, Location: 3.0S 3.0E OF HUTCHINSON (Lat: 37.984764, Lng: -97.843792), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 2.49m (8.17ft), Average Daily Traffic: 47 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 55 (year 2040), Features Intersected: COW CREEK, Facility Carried by Structure: Eales Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Other Special Inspection Date: March 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 78076530586, Location: 1.3N 3.5W OF HAVEN (Lat: 37.926486, Lng: -97.845236), Route carried "on" structure: County highway , Year Built: 1974, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 10 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 10 (year 2040), Features Intersected: DITCH, Facility Carried by Structure: GREENFIELD.35.70
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Other Special Inspection Date: July 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 78076530586, Location: 1.3N 3.5W OF HAVEN (Lat: 37.926486, Lng: -97.845236), Route carried "on" structure: County highway , Year Built: 1974, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 10 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 10 (year 2040), Features Intersected: DITCH, Facility Carried by Structure: GREENFIELD.35.70
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Other Special Inspection Date: July 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 78076580582, Location: 4.0S 5.0E OF HUTCHINSON (Lat: 37.955639, Lng: -97.834028), Route carried "on" structure: County highway , Year Built: 1965, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 49 (year 2006), Truck Traffic: 18%, Average Future Daily Traffic: 60 (year 2040), Features Intersected: DRAIN, Facility Carried by Structure: LONGVIEW RD.35.79
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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 13.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $248,000, Roadway Improvement Cost: $28,000, Total Project Cost: $275,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 78076580582, Location: 4.0S 5.0E OF HUTCHINSON (Lat: 37.955639, Lng: -97.834028), Route carried "on" structure: County highway , Year Built: 1965, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 49 (year 2006), Truck Traffic: 18%, Average Future Daily Traffic: 60 (year 2040), Features Intersected: DRAIN, Facility Carried by Structure: LONGVIEW RD.35.79
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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 13.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $248,000, Roadway Improvement Cost: $28,000, Total Project Cost: $275,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 78076580588, Location: 1.0N 3.2W OF HAVEN (Lat: 37.912167, Lng: -97.834833), Route carried "on" structure: Alternate County highway , Year Built: 1967, Year Reconstructed: 1977, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 12 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 15 (year 2040), Design Load: H 15, Features Intersected: DRAIN, Facility Carried by Structure: Lake Cable
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 27.9 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 78076580588, Location: 1.0N 3.2W OF HAVEN (Lat: 37.912167, Lng: -97.834833), Route carried "on" structure: Alternate County highway , Year Built: 1967, Year Reconstructed: 1977, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 12 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 15 (year 2040), Design Load: H 15, Features Intersected: DRAIN, Facility Carried by Structure: Lake Cable
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 27.9 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 780767005804, Location: 4.3N 2.3W OF HAVEN (Lat: 37.963681, Lng: -97.830219), Route carried "on" structure: County highway 2349, Year Built: 2017, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 50 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 60 (year 2040), Design Load: HS 20, Features Intersected: DRAIN, Facility Carried by Structure: MAYFIELD RD.16.55
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: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 60.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 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: July 2020, Deck Structure Type: Other
Structure Number: 780767005804, Location: 4.3N 2.3W OF HAVEN (Lat: 37.963681, Lng: -97.830219), Route carried "on" structure: County highway 2349, Year Built: 2017, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 50 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 60 (year 2040), Design Load: HS 20, Features Intersected: DRAIN, Facility Carried by Structure: MAYFIELD RD.16.55
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: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 60.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 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: July 2020, Deck Structure Type: Other
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Structure Number: 780769005825, Location: 3.0N 2.0W OF HAVEN (Lat: 37.948597, Lng: -97.811750), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 23 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 25 (year 2040), Design Load: H 15, Features Intersected: DEVILS DITCH, Facility Carried by Structure: KENT RD.15.50
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 34.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 780769005825, Location: 3.0N 2.0W OF HAVEN (Lat: 37.948597, Lng: -97.811750), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 23 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 25 (year 2040), Design Load: H 15, Features Intersected: DEVILS DITCH, Facility Carried by Structure: KENT RD.15.50
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 34.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 999909600780681, Location: 6.07 MI SE K17 (Lat: 37.927500, Lng: -97.845000), Route carried "on" structure: State highway 96, Year Built: 1963, Year Reconstructed: 1998, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 5,615 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 9,201 (year 2041), Design Load: H 20, Features Intersected: ARKANSAS RIVER DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 49.030, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 43.3m (142.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.26m (13.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 999909600780681, Location: 6.07 MI SE K17 (Lat: 37.927500, Lng: -97.845000), Route carried "on" structure: State highway 96, Year Built: 1963, Year Reconstructed: 1998, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 5,615 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 9,201 (year 2041), Design Load: H 20, Features Intersected: ARKANSAS RIVER DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 49.030, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 43.3m (142.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.26m (13.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 999909600780691, Location: 6.81 MI SE K17 (Lat: 37.921944, Lng: -97.833611), Route carried "on" structure: State highway 96, Year Built: 1963, Year Reconstructed: 1998, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 5,615 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 9,201 (year 2041), Design Load: H 20, Features Intersected: DEVILS DITCH
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 50.200, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), 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: 24.4m (80.1ft), Out-to-Out Width: 44.4m (145.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 30.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 999909600780691, Location: 6.81 MI SE K17 (Lat: 37.921944, Lng: -97.833611), Route carried "on" structure: State highway 96, Year Built: 1963, Year Reconstructed: 1998, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 5,615 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 9,201 (year 2041), Design Load: H 20, Features Intersected: DEVILS DITCH
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 50.200, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), 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: 24.4m (80.1ft), Out-to-Out Width: 44.4m (145.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 30.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 999909600780951, Location: 1.11 MI SE K-17 (Lat: 37.965000, Lng: -97.922500), Route carried "on" structure: State highway 96, Year Built: 1998, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 3,550 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 5,817 (year 2041), Design Load: HS 25 or greater, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 39.825, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.25m (40.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999909600780951, Location: 1.11 MI SE K-17 (Lat: 37.965000, Lng: -97.922500), Route carried "on" structure: State highway 96, Year Built: 1998, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 3,550 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 5,817 (year 2041), Design Load: HS 25 or greater, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 39.825, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.25m (40.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999909600780961, Location: 1.12 MI SE K-17 (Lat: 37.964722, Lng: -97.922778), Route carried "on" structure: State highway 96, Year Built: 1998, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 3,550 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 5,817 (year 2041), Design Load: HS 25 or greater, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 40.852, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.25m (40.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999909600780961, Location: 1.12 MI SE K-17 (Lat: 37.964722, Lng: -97.922778), Route carried "on" structure: State highway 96, Year Built: 1998, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 3,550 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 5,817 (year 2041), Design Load: HS 25 or greater, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 40.852, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.25m (40.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999909600780971, Location: 3.84 MI SE K-17 (Lat: 37.940833, Lng: -97.881389), Route carried "on" structure: State highway 96, Year Built: 1998, Status: Open, Structure Length: 5.54m (18.18ft), Average Daily Traffic: 3,083 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 5,052 (year 2041), Design Load: HS 25 or greater, Features Intersected: RED ROCK ROAD / RS631
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 45.408, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 81.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.18m (59.65ft), 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: 999909600780971, Location: 3.84 MI SE K-17 (Lat: 37.940833, Lng: -97.881389), Route carried "on" structure: State highway 96, Year Built: 1998, Status: Open, Structure Length: 5.54m (18.18ft), Average Daily Traffic: 3,083 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 5,052 (year 2041), Design Load: HS 25 or greater, Features Intersected: RED ROCK ROAD / RS631
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 45.408, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 81.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.18m (59.65ft), 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: 999909600780981, Location: 3.84 MI SE K-17 (Lat: 37.940833, Lng: -97.881111), Route carried "on" structure: State highway 96, Year Built: 1998, Status: Open, Structure Length: 5.54m (18.18ft), Average Daily Traffic: 3,083 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 5,052 (year 2041), Design Load: HS 25 or greater, Features Intersected: RED ROCK ROAD / RS631
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 44.408, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 81.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.18m (59.65ft), 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: 999909600780981, Location: 3.84 MI SE K-17 (Lat: 37.940833, Lng: -97.881111), Route carried "on" structure: State highway 96, Year Built: 1998, Status: Open, Structure Length: 5.54m (18.18ft), Average Daily Traffic: 3,083 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 5,052 (year 2041), Design Load: HS 25 or greater, Features Intersected: RED ROCK ROAD / RS631
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 44.408, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 81.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.18m (59.65ft), 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: 999909600780991, Location: 4.75 MI SE K-17 (Lat: 37.936111, Lng: -97.866667), Route carried "on" structure: State highway 96, Year Built: 1998, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 3,083 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 5,052 (year 2041), Design Load: HS 25 or greater, Features Intersected: YODER ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 45.860, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.30m (53.48ft), 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: 999909600780991, Location: 4.75 MI SE K-17 (Lat: 37.936111, Lng: -97.866667), Route carried "on" structure: State highway 96, Year Built: 1998, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 3,083 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 5,052 (year 2041), Design Load: HS 25 or greater, Features Intersected: YODER ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 45.860, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.30m (53.48ft), 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: 999909600781001, Location: 4.76 MI SE K-17 (Lat: 37.935833, Lng: -97.866667), Route carried "on" structure: State highway 96, Year Built: 1998, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 3,083 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 5,052 (year 2041), Design Load: HS 25 or greater, Features Intersected: YODER ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 46.901, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.30m (53.48ft), 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: 999909600781001, Location: 4.76 MI SE K-17 (Lat: 37.935833, Lng: -97.866667), Route carried "on" structure: State highway 96, Year Built: 1998, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 3,083 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 5,052 (year 2041), Design Load: HS 25 or greater, Features Intersected: YODER ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 46.901, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.30m (53.48ft), 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: 999909600781011, Location: 5.04 MI SE K-17 (Lat: 37.935278, Lng: -97.861667), Route carried "on" structure: State highway 96, Year Built: 1998, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 5,615 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 9,201 (year 2041), Design Load: HS 20, Features Intersected: ARKANSAS RIVER DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 47.347, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 74.2m (243.4ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 11.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.13m (10.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 999909600781011, Location: 5.04 MI SE K-17 (Lat: 37.935278, Lng: -97.861667), Route carried "on" structure: State highway 96, Year Built: 1998, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 5,615 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 9,201 (year 2041), Design Load: HS 20, Features Intersected: ARKANSAS RIVER DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 47.347, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 74.2m (243.4ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 11.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.13m (10.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete