Bridge Statistics for Grenola, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 151ft / 46.0mTotal length
- $460,000Total costs
- 1,835Total average daily traffic
- 236Total average daily truck traffic
- 1,887Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Grenola
- No street view available for this location
- New bridges - historical statistics
- 41910-1919
- 21940-1949
- 11950-1959
- 31960-1969
- 41970-1979
- 11980-1989
- 32000-2009
- Bridge Condition - Deck
- 7.7%Very good
- 38.5%Good
- 53.8%Satisfactory
- Bridge Condition - Superstructure
- 15.4%Very good
- 30.8%Good
- 53.8%Satisfactory
- Bridge Condition - Substructure
- 15.4%Very good
- 30.8%Good
- 38.5%Satisfactory
- 15.4%Fair
- Bridge Condition - Channel
- 11.1%Very good
- 11.1%Good
- 55.6%Satisfactory
- 22.2%Fair
- Bridge Condition - Culverts
- 20.0%Good
- 80.0%Satisfactory
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Structure Number: 25003, Location: 1.0S 0.4W OF GRENOLA (Lat: 37.331272, Lng: -96.452342), Route carried "on" structure: County highway 95, Year Built: 1949, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 57 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 68 (year 2040), Design Load: H 15, Features Intersected: CANEY RIVER, Facility Carried by Structure: Blackjack
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, 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: 25003, Location: 1.0S 0.4W OF GRENOLA (Lat: 37.331272, Lng: -96.452342), Route carried "on" structure: County highway 95, Year Built: 1949, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 57 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 68 (year 2040), Design Load: H 15, Features Intersected: CANEY RIVER, Facility Carried by Structure: Blackjack
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, 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: 25004, Location: 0.4S OF GRENOLA (Lat: 37.339728, Lng: -96.448681), Route carried "on" structure: County highway 95, Year Built: 1959, Status: Posted for load, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 57 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 68 (year 2040), Design Load: H 15, Features Intersected: CORUM CREEK, Facility Carried by Structure: Road 5A
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 28.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: 25004, Location: 0.4S OF GRENOLA (Lat: 37.339728, Lng: -96.448681), Route carried "on" structure: County highway 95, Year Built: 1959, Status: Posted for load, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 57 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 68 (year 2040), Design Load: H 15, Features Intersected: CORUM CREEK, Facility Carried by Structure: Road 5A
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 28.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: 100915506741, Location: 12.0N 3.0E OF CEDARVALE (Lat: 37.286014, Lng: -96.444789), Route carried "on" structure: County highway , Year Built: 1981, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 40 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 48 (year 2041), Design Load: HS 20, Features Intersected: WOLF CREEK, Facility Carried by Structure: LOCAL E.5-2.1
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100915506741, Location: 12.0N 3.0E OF CEDARVALE (Lat: 37.286014, Lng: -96.444789), Route carried "on" structure: County highway , Year Built: 1981, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 40 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 48 (year 2041), Design Load: HS 20, Features Intersected: WOLF CREEK, Facility Carried by Structure: LOCAL E.5-2.1
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 250911606584, Location: 3.5N 1.8W OF GRENOLA (Lat: 37.396883, Lng: -96.476367), Route carried "on" structure: County highway , Year Built: 1978, Status: Posted for load, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 12 (year 2040), Design Load: H 20, Features Intersected: CANEY RIVER, Facility Carried by Structure: Road 4
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 250911606584, Location: 3.5N 1.8W OF GRENOLA (Lat: 37.396883, Lng: -96.476367), Route carried "on" structure: County highway , Year Built: 1978, Status: Posted for load, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 12 (year 2040), Design Load: H 20, Features Intersected: CANEY RIVER, Facility Carried by Structure: Road 4
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2509135066, Location: 2.5N 0.5W OF GRENOLA (Lat: 37.389053, Lng: -96.462836), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 15 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 18 (year 2040), Features Intersected: EAST FORK CANEY RIVER, Facility Carried by Structure: Flint
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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, 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: 2509135066, Location: 2.5N 0.5W OF GRENOLA (Lat: 37.389053, Lng: -96.462836), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 15 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 18 (year 2040), Features Intersected: EAST FORK CANEY RIVER, Facility Carried by Structure: Flint
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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, 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: 25091360662, Location: 2.0N 0.8W OF GRENOLA (Lat: 37.374769, Lng: -96.459953), Route carried "on" structure: County highway , Year Built: 1962, Status: Posted for load, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 15 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 18 (year 2040), Features Intersected: EAST FORK CANEY RIVER, Facility Carried by Structure: Evergreen
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.1m (36.4ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 25091360662, Location: 2.0N 0.8W OF GRENOLA (Lat: 37.374769, Lng: -96.459953), Route carried "on" structure: County highway , Year Built: 1962, Status: Posted for load, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 15 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 18 (year 2040), Features Intersected: EAST FORK CANEY RIVER, Facility Carried by Structure: Evergreen
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.1m (36.4ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 250913706589, Location: 3.1N 0.3W OF GRENOLA (Lat: 37.390947, Lng: -96.458867), Route carried "on" structure: County highway , Year Built: 1977, Status: Posted for load, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 5 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 6 (year 2040), Design Load: H 20, Features Intersected: EAST FORK CANEY RIVER, Facility Carried by Structure: Road 5
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 34.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 250913706589, Location: 3.1N 0.3W OF GRENOLA (Lat: 37.390947, Lng: -96.458867), Route carried "on" structure: County highway , Year Built: 1977, Status: Posted for load, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 5 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 6 (year 2040), Design Load: H 20, Features Intersected: EAST FORK CANEY RIVER, Facility Carried by Structure: Road 5
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 34.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 250913906587, Location: 3.4N 0.1W OF GRENOLA (Lat: 37.393933, Lng: -96.455228), Route carried "on" structure: County highway , Year Built: 1977, Status: Posted for load, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 5 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 6 (year 2040), Design Load: H 20, Features Intersected: EAST FORK CANEY RIVER, Facility Carried by Structure: Road 5
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 250913906587, Location: 3.4N 0.1W OF GRENOLA (Lat: 37.393933, Lng: -96.455228), Route carried "on" structure: County highway , Year Built: 1977, Status: Posted for load, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 5 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 6 (year 2040), Design Load: H 20, Features Intersected: EAST FORK CANEY RIVER, Facility Carried by Structure: Road 5
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 250915006585, Location: 3.6N OF GRENOLA (Lat: 37.397508, Lng: -96.452750), Route carried "on" structure: County highway , Year Built: 1910, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 5 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 6 (year 2040), Features Intersected: EAST FORK CANEY RIVER, Facility Carried by Structure: Road 5
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.9m (19.4ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 13.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $70,000, Total Project Cost: $230,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 250915006585, Location: 3.6N OF GRENOLA (Lat: 37.397508, Lng: -96.452750), Route carried "on" structure: County highway , Year Built: 1910, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 5 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 6 (year 2040), Features Intersected: EAST FORK CANEY RIVER, Facility Carried by Structure: Road 5
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.9m (19.4ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 13.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $70,000, Total Project Cost: $230,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 250915006627, Location: 1.2N OF GRENOLA (Lat: 37.364981, Lng: -96.453511), Route carried "on" structure: County highway , Year Built: 1940, Status: Posted for load, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 15 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 18 (year 2040), Features Intersected: TRIB. TO CANEY CREEK, Facility Carried by Structure: Road 5
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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: 250915006627, Location: 1.2N OF GRENOLA (Lat: 37.364981, Lng: -96.453511), Route carried "on" structure: County highway , Year Built: 1940, Status: Posted for load, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 15 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 18 (year 2040), Features Intersected: TRIB. TO CANEY CREEK, Facility Carried by Structure: Road 5
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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: 250915506682, Location: 1.0S 0.5E OF GRENOLA (Lat: 37.329203, Lng: -96.444733), Route carried "on" structure: County highway , Year Built: 1910, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 15 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 18 (year 2040), Features Intersected: TRIB. TO CANEY CREEK, Facility Carried by Structure: Road 5A
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.6m (8.5ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 250915506682, Location: 1.0S 0.5E OF GRENOLA (Lat: 37.329203, Lng: -96.444733), Route carried "on" structure: County highway , Year Built: 1910, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 15 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 18 (year 2040), Features Intersected: TRIB. TO CANEY CREEK, Facility Carried by Structure: Road 5A
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.6m (8.5ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 25091560666, Location: 0.1E OF GRENOLA (Lat: 37.345761, Lng: -96.444067), Route carried "on" structure: County highway , Year Built: 1962, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 30 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 36 (year 2040), Features Intersected: CORUM CREEK, Facility Carried by Structure: Cyclone
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 65.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 25091560666, Location: 0.1E OF GRENOLA (Lat: 37.345761, Lng: -96.444067), Route carried "on" structure: County highway , Year Built: 1962, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 30 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 36 (year 2040), Features Intersected: CORUM CREEK, Facility Carried by Structure: Cyclone
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 65.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 25091560668, Location: 1.0S 0.1E OF GRENOLA (Lat: 37.331219, Lng: -96.442394), Route carried "on" structure: County highway , Year Built: 1910, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 15 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 18 (year 2040), Features Intersected: TRIB. TO CANEY CREEK, Facility Carried by Structure: Blackjack
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 25091560668, Location: 1.0S 0.1E OF GRENOLA (Lat: 37.331219, Lng: -96.442394), Route carried "on" structure: County highway , Year Built: 1910, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 15 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 18 (year 2040), Features Intersected: TRIB. TO CANEY CREEK, Facility Carried by Structure: Blackjack
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 25091940662, Location: 2.0N 1.8E OF GRENOLA (Lat: 37.374586, Lng: -96.412069), Route carried "on" structure: County highway , Year Built: 1968, Status: Posted for load, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 15 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 18 (year 2040), Features Intersected: CORUM CREEK, Facility Carried by Structure: Evergreen
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, 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: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $70,000, Total Project Cost: $230,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 25091940662, Location: 2.0N 1.8E OF GRENOLA (Lat: 37.374586, Lng: -96.412069), Route carried "on" structure: County highway , Year Built: 1968, Status: Posted for load, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 15 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 18 (year 2040), Features Intersected: CORUM CREEK, Facility Carried by Structure: Evergreen
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, 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: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $70,000, Total Project Cost: $230,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 25092120668, Location: 1.0S 2.7E OF GRENOLA (Lat: 37.330958, Lng: -96.395436), Route carried "on" structure: County highway , Year Built: 1910, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 15 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 18 (year 2040), Features Intersected: WOLF CREEK, Facility Carried by Structure: Blackjack
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 25092120668, Location: 1.0S 2.7E OF GRENOLA (Lat: 37.330958, Lng: -96.395436), Route carried "on" structure: County highway , Year Built: 1910, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 15 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 18 (year 2040), Features Intersected: WOLF CREEK, Facility Carried by Structure: Blackjack
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 999916000250301, Location: 5.43 MI E COWLEY COLN (Lat: 37.360000, Lng: -96.428056), Route carried "on" structure: US 160, Year Built: 2003, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 579 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 591 (year 2041), Design Load: HS 20, Features Intersected: CORUM CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.684, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.1m (10.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 23.4m (76.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.14m (10.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999916000250301, Location: 5.43 MI E COWLEY COLN (Lat: 37.360000, Lng: -96.428056), Route carried "on" structure: US 160, Year Built: 2003, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 579 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 591 (year 2041), Design Load: HS 20, Features Intersected: CORUM CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.684, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.1m (10.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 23.4m (76.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.14m (10.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999916000250311, Location: 3.25 MI E COWLEY COLN (Lat: 37.360000, Lng: -96.467222), Route carried "on" structure: US 160, Year Built: 2005, Status: Open, Structure Length: 8.43m (27.66ft), Average Daily Traffic: 451 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 460 (year 2041), Design Load: HL 93, Features Intersected: BIG CANEY RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 5.230, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.0m (108.3ft), 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, Channel: Very good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 27.66m (90.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999916000250311, Location: 3.25 MI E COWLEY COLN (Lat: 37.360000, Lng: -96.467222), Route carried "on" structure: US 160, Year Built: 2005, Status: Open, Structure Length: 8.43m (27.66ft), Average Daily Traffic: 451 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 460 (year 2041), Design Load: HL 93, Features Intersected: BIG CANEY RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 5.230, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.0m (108.3ft), 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, Channel: Very good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 27.66m (90.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999916000250321, Location: 3.56 MI E COWLEY COLN (Lat: 37.360000, Lng: -96.461389), Route carried "on" structure: US 160, Year Built: 2005, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 451 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 460 (year 2041), Design Load: HS 20, Features Intersected: CANEY RIVER DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 5.732, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.09m (33.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999916000250321, Location: 3.56 MI E COWLEY COLN (Lat: 37.360000, Lng: -96.461389), Route carried "on" structure: US 160, Year Built: 2005, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 451 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 460 (year 2041), Design Load: HS 20, Features Intersected: CANEY RIVER DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 5.732, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.09m (33.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing