Bridge Statistics for Elk City, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 217ft / 65.8mTotal length
- 5,089Total average daily traffic
- 507Total average daily truck traffic
- 5,673Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Elk City
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 51930-1939
- 41950-1959
- 11960-1969
- 21970-1979
- 41980-1989
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 6.7%Very good
- 13.3%Good
- 53.3%Satisfactory
- 26.7%Fair
- Bridge Condition - Superstructure
- 20.0%Very good
- 20.0%Good
- 46.7%Satisfactory
- 13.3%Fair
- Bridge Condition - Substructure
- 6.7%Very good
- 13.3%Good
- 46.7%Satisfactory
- 33.3%Fair
- Bridge Condition - Channel
- 5.0%Very good
- 10.0%Good
- 60.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Culverts
- 20.0%Good
- 60.0%Satisfactory
- 20.0%Fair
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Structure Number: 63022, Location: 0.5W 1.3S OF ELK CITY (Lat: 37.266406, Lng: -95.918308), Route carried "on" structure: County highway 472, Year Built: 2003, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 172 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 206 (year 2039), Design Load: HS 20, Features Intersected: ELK RIVER, Facility Carried by Structure: 1550 RD Mile 19
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 7.566, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.0m (98.4ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 63022, Location: 0.5W 1.3S OF ELK CITY (Lat: 37.266406, Lng: -95.918308), Route carried "on" structure: County highway 472, Year Built: 2003, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 172 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 206 (year 2039), Design Load: HS 20, Features Intersected: ELK RIVER, Facility Carried by Structure: 1550 RD Mile 19
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 7.566, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.0m (98.4ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 63023, Location: 1.0S OF ELK CITY (Lat: 37.270461, Lng: -95.910350), Route carried "on" structure: County highway 472, Year Built: 1930, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 172 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 206 (year 2039), Features Intersected: ELK CITY LAKE, Facility Carried by Structure: 5000 RD Mile 3
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.049, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 63023, Location: 1.0S OF ELK CITY (Lat: 37.270461, Lng: -95.910350), Route carried "on" structure: County highway 472, Year Built: 1930, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 172 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 206 (year 2039), Features Intersected: ELK CITY LAKE, Facility Carried by Structure: 5000 RD Mile 3
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.049, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6304, Location: 2.0W OF ELK CITY (Lat: 37.284714, Lng: -95.942675), Route carried "on" structure: County highway 808, Year Built: 1987, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 168 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 202 (year 2039), Features Intersected: TRIB. TO SALT CREEK, Facility Carried by Structure: 5200 RD Mile 2
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 2.093, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.4 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6304, Location: 2.0W OF ELK CITY (Lat: 37.284714, Lng: -95.942675), Route carried "on" structure: County highway 808, Year Built: 1987, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 168 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 202 (year 2039), Features Intersected: TRIB. TO SALT CREEK, Facility Carried by Structure: 5200 RD Mile 2
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 2.093, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.4 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 63041, Location: 1.3W OF ELK CITY (Lat: 37.284517, Lng: -95.931075), Route carried "on" structure: County highway 808, Year Built: 1930, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 168 (year 2010), Average Future Daily Traffic: 202 (year 2039), Features Intersected: TRIB. TO ELK RIVER, Facility Carried by Structure: 5200 RD Mile 2
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 2.898, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.3m (7.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, 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: March 2021
Structure Number: 63041, Location: 1.3W OF ELK CITY (Lat: 37.284517, Lng: -95.931075), Route carried "on" structure: County highway 808, Year Built: 1930, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 168 (year 2010), Average Future Daily Traffic: 202 (year 2039), Features Intersected: TRIB. TO ELK RIVER, Facility Carried by Structure: 5200 RD Mile 2
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 2.898, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.3m (7.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, 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: March 2021
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Structure Number: 63042, Location: 0.2W OF ELK CITY (Lat: 37.291814, Lng: -95.918203), Route carried "on" structure: County highway 808, Year Built: 1957, Status: Open, Structure Length: 13.81m (45.31ft), Average Daily Traffic: 168 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 202 (year 2039), Design Load: H 15, Features Intersected: ELK RIVER, Facility Carried by Structure: Hickory St 5250 RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 4.990, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.5m (80.4ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.3 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: Better than present minimum 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 63042, Location: 0.2W OF ELK CITY (Lat: 37.291814, Lng: -95.918203), Route carried "on" structure: County highway 808, Year Built: 1957, Status: Open, Structure Length: 13.81m (45.31ft), Average Daily Traffic: 168 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 202 (year 2039), Design Load: H 15, Features Intersected: ELK RIVER, Facility Carried by Structure: Hickory St 5250 RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 4.990, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.5m (80.4ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.3 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: Better than present minimum 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100969006748, Location: 2.5N 5.0E OF HALE (Lat: 37.273606, Lng: -95.964397), Route carried "on" structure: County highway 6301, Year Built: 1970, Status: Posted for load, Structure Length: 5.40m (17.72ft), Average Daily Traffic: 10 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 15 (year 2041), Features Intersected: SALT CREEK, Facility Carried by Structure: Co. Road 1100
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 31.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100969006748, Location: 2.5N 5.0E OF HALE (Lat: 37.273606, Lng: -95.964397), Route carried "on" structure: County highway 6301, Year Built: 1970, Status: Posted for load, Structure Length: 5.40m (17.72ft), Average Daily Traffic: 10 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 15 (year 2041), Features Intersected: SALT CREEK, Facility Carried by Structure: Co. Road 1100
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 31.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 63096940672, Location: 2.6W 0.9N OF ELK CITY (Lat: 37.299297, Lng: -95.957806), Route carried "on" structure: County highway , Year Built: 1935, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 50 (year 2010), Average Future Daily Traffic: 60 (year 2039), Features Intersected: STREAM, Facility Carried by Structure: 5400 RD Mile 1
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: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 63096940672, Location: 2.6W 0.9N OF ELK CITY (Lat: 37.299297, Lng: -95.957806), Route carried "on" structure: County highway , Year Built: 1935, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 50 (year 2010), Average Future Daily Traffic: 60 (year 2039), Features Intersected: STREAM, Facility Carried by Structure: 5400 RD Mile 1
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: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 630971006748, Location: 2.5W 1.3S INT US160-K39 (Lat: 37.272908, Lng: -95.946161), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 2.73m (8.96ft), Average Daily Traffic: 35 (year 2010), Average Future Daily Traffic: 42 (year 2039), Features Intersected: SALT CREEK, Facility Carried by Structure: 1300 RD Mile 20
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 32.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.7 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 630971006748, Location: 2.5W 1.3S INT US160-K39 (Lat: 37.272908, Lng: -95.946161), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 2.73m (8.96ft), Average Daily Traffic: 35 (year 2010), Average Future Daily Traffic: 42 (year 2039), Features Intersected: SALT CREEK, Facility Carried by Structure: 1300 RD Mile 20
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 32.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.7 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 63097180668, Location: 2.5N 1.2W OF ELK CITY (Lat: 37.328228, Lng: -95.931883), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 30 (year 2010), Average Future Daily Traffic: 36 (year 2039), Design Load: H 20, Features Intersected: STREAM, Facility Carried by Structure: 5800 RD Mile 2
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 63097180668, Location: 2.5N 1.2W OF ELK CITY (Lat: 37.328228, Lng: -95.931883), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 30 (year 2010), Average Future Daily Traffic: 36 (year 2039), Design Load: H 20, Features Intersected: STREAM, Facility Carried by Structure: 5800 RD Mile 2
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 630973006645, Location: 4.0N 1.5W INT US160-K39 (Lat: 37.349489, Lng: -95.928186), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 30 (year 2010), Average Future Daily Traffic: 36 (year 2039), Features Intersected: TRIB. TO ELK RIVER, Facility Carried by Structure: 1500 RD Mile 25
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 630973006645, Location: 4.0N 1.5W INT US160-K39 (Lat: 37.349489, Lng: -95.928186), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 30 (year 2010), Average Future Daily Traffic: 36 (year 2039), Features Intersected: TRIB. TO ELK RIVER, Facility Carried by Structure: 1500 RD Mile 25
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 630973006666, Location: 3.5N 1.0W OF ELK CITY (Lat: 37.339722, Lng: -95.928206), Route carried "on" structure: County highway , Year Built: 1985, Status: Posted for load, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 20 (year 2010), Average Future Daily Traffic: 25 (year 2039), Features Intersected: TRIB. TO ELK RIVER, Facility Carried by Structure: 1500 RD Mile 24
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, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 630973006666, Location: 3.5N 1.0W OF ELK CITY (Lat: 37.339722, Lng: -95.928206), Route carried "on" structure: County highway , Year Built: 1985, Status: Posted for load, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 20 (year 2010), Average Future Daily Traffic: 25 (year 2039), Features Intersected: TRIB. TO ELK RIVER, Facility Carried by Structure: 1500 RD Mile 24
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, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 630975006724, Location: ELK CITY (Lat: 37.293897, Lng: -95.911053), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 2.78m (9.12ft), Average Daily Traffic: 200 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 240 (year 2039), Features Intersected: STREAM, Facility Carried by Structure: 1700 RD Mile 21
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: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.6m (44.6ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 630975006724, Location: ELK CITY (Lat: 37.293897, Lng: -95.911053), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 2.78m (9.12ft), Average Daily Traffic: 200 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 240 (year 2039), Features Intersected: STREAM, Facility Carried by Structure: 1700 RD Mile 21
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: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.6m (44.6ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 630975706662, Location: 3.3N 1.0E OF ELK CITY (Lat: 37.340833, Lng: -95.896692), Route carried "on" structure: County highway , Year Built: 1935, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 30 (year 2010), Average Future Daily Traffic: 36 (year 2039), Features Intersected: LITTLE DUCK CREEK, Facility Carried by Structure: 1775 RD Mile 24
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 630975706662, Location: 3.3N 1.0E OF ELK CITY (Lat: 37.340833, Lng: -95.896692), Route carried "on" structure: County highway , Year Built: 1935, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 30 (year 2010), Average Future Daily Traffic: 36 (year 2039), Features Intersected: LITTLE DUCK CREEK, Facility Carried by Structure: 1775 RD Mile 24
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 630977006766, Location: 2.0S 1.0E OF ELK CITY (Lat: 37.260817, Lng: -95.892111), Route carried "on" structure: County highway , Year Built: 1920, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 30 (year 2010), Average Future Daily Traffic: 36 (year 2039), Features Intersected: ELK CITY LAKE DRAINAGE, Facility Carried by Structure: 1900 RD Mile 19
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: 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: 7.6m (24.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, 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: March 2021
Structure Number: 630977006766, Location: 2.0S 1.0E OF ELK CITY (Lat: 37.260817, Lng: -95.892111), Route carried "on" structure: County highway , Year Built: 1920, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 30 (year 2010), Average Future Daily Traffic: 36 (year 2039), Features Intersected: ELK CITY LAKE DRAINAGE, Facility Carried by Structure: 1900 RD Mile 19
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: 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: 7.6m (24.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, 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: March 2021
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Structure Number: 63097790674, Location: 1.9E 0.5S OF ELK CITY (Lat: 37.284503, Lng: -95.876869), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 40 (year 2010), Average Future Daily Traffic: 48 (year 2039), Features Intersected: TRIB. TO ELK RIVER, Facility Carried by Structure: 5200 RD Mile 5
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: 2.0m (6.6ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 63097790674, Location: 1.9E 0.5S OF ELK CITY (Lat: 37.284503, Lng: -95.876869), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 40 (year 2010), Average Future Daily Traffic: 48 (year 2039), Features Intersected: TRIB. TO ELK RIVER, Facility Carried by Structure: 5200 RD Mile 5
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: 2.0m (6.6ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 63097910672, Location: 2.1E 0.5N OF ELK CITY (Lat: 37.298861, Lng: -95.871619), Route carried "on" structure: County highway , Year Built: 1930, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 30 (year 2010), Average Future Daily Traffic: 36 (year 2039), Features Intersected: STREAM, Facility Carried by Structure: 5400 RD Mile 6
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: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 63097910672, Location: 2.1E 0.5N OF ELK CITY (Lat: 37.298861, Lng: -95.871619), Route carried "on" structure: County highway , Year Built: 1930, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 30 (year 2010), Average Future Daily Traffic: 36 (year 2039), Features Intersected: STREAM, Facility Carried by Structure: 5400 RD Mile 6
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: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 999916000630151, Location: 2.69 MI E ELK COLN (Lat: 37.321389, Lng: -95.916111), Route carried "on" structure: US 160, Year Built: 1959, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 603 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 653 (year 2041), Design Load: H 20, Features Intersected: ELK RIVER DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 4.328, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 31.9 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.48m (8.14ft), 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: 999916000630151, Location: 2.69 MI E ELK COLN (Lat: 37.321389, Lng: -95.916111), Route carried "on" structure: US 160, Year Built: 1959, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 603 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 653 (year 2041), Design Load: H 20, Features Intersected: ELK RIVER DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 4.328, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 31.9 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.48m (8.14ft), 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: 999916000630161, Location: 4.58 MI E ELK COLN (Lat: 37.300000, Lng: -95.901667), Route carried "on" structure: US 160, Year Built: 1959, Status: Open, Structure Length: 6.66m (21.85ft), Average Daily Traffic: 739 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 800 (year 2041), Design Load: H 20, Features Intersected: DUCK CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 7.372, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 21.85m (71.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999916000630161, Location: 4.58 MI E ELK COLN (Lat: 37.300000, Lng: -95.901667), Route carried "on" structure: US 160, Year Built: 1959, Status: Open, Structure Length: 6.66m (21.85ft), Average Daily Traffic: 739 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 800 (year 2041), Design Load: H 20, Features Intersected: DUCK CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 7.372, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 21.85m (71.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999916000630181, Location: 8.87 MI SE ELK COLN (Lat: 37.237778, Lng: -95.901944), Route carried "on" structure: US 160, Year Built: 1957, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 1,197 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,296 (year 2041), Design Load: H 20, Features Intersected: ELK CITY RESERVOIR DRG
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 14.276, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 31.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.28m (10.76ft), 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: 999916000630181, Location: 8.87 MI SE ELK COLN (Lat: 37.237778, Lng: -95.901944), Route carried "on" structure: US 160, Year Built: 1957, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 1,197 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,296 (year 2041), Design Load: H 20, Features Intersected: ELK CITY RESERVOIR DRG
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 14.276, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 31.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.28m (10.76ft), 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: 999916000631021, Location: 7.09 MI SE ELK CO LN (Lat: 37.263611, Lng: -95.901389), Route carried "on" structure: US 160, Year Built: 2014, Status: Open, Structure Length: 14.31m (46.95ft), Average Daily Traffic: 1,197 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,296 (year 2041), Design Load: HL 93, Features Intersected: ELK RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 11.418, Lanes on 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: 5, Length of Maximum Span: 29.6m (97.1ft), 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, Channel: Very good, Operating Rating: 50.2 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: 36.3 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 46.95m (154.04ft), 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: 999916000631021, Location: 7.09 MI SE ELK CO LN (Lat: 37.263611, Lng: -95.901389), Route carried "on" structure: US 160, Year Built: 2014, Status: Open, Structure Length: 14.31m (46.95ft), Average Daily Traffic: 1,197 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,296 (year 2041), Design Load: HL 93, Features Intersected: ELK RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 11.418, Lanes on 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: 5, Length of Maximum Span: 29.6m (97.1ft), 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, Channel: Very good, Operating Rating: 50.2 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: 36.3 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 46.95m (154.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing