Bridge Statistics for Risco, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 164ft / 49.6mTotal length
- $6,053,000Total costs
- 14,918Total average daily traffic
- 2,605Total average daily truck traffic
- 24,549Total future (year 2041) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Risco
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 11950-1959
- 41990-1999
- 22000-2009
- 52010-2019
- Bridge Condition - Deck
- 9.1%Excellent
- 18.2%Very good
- 36.4%Good
- 18.2%Satisfactory
- 18.2%Fair
- Bridge Condition - Superstructure
- 18.2%Excellent
- 9.1%Very good
- 36.4%Good
- 9.1%Satisfactory
- 9.1%Fair
- 9.1%Poor
- 9.1%Serious
- Bridge Condition - Substructure
- 9.1%Excellent
- 36.4%Very good
- 9.1%Good
- 27.3%Satisfactory
- 18.2%Fair
- Bridge Condition - Channel
- 14.3%Very good
- 42.9%Good
- 42.9%Satisfactory
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Structure Number: 21334, Location: S 16 T 22 N R 11 E (Lat: 36.538967, Lng: -89.847289), Route carried "on" structure: County highway 301, Year Built: 2000, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 40 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 54 (year 2041), Features Intersected: DRAIN DTCH, Facility Carried by Structure: COUNTY RD 240
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 21334, Location: S 16 T 22 N R 11 E (Lat: 36.538967, Lng: -89.847289), Route carried "on" structure: County highway 301, Year Built: 2000, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 40 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 54 (year 2041), Features Intersected: DRAIN DTCH, Facility Carried by Structure: COUNTY RD 240
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 31267, Location: S 13 T 22 N R 11 E (Lat: 36.539019, Lng: -89.809397), Route carried "on" structure: County highway 240, Year Built: 2003, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 15 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 20 (year 2041), Design Load: HS 20+Mod, Features Intersected: DRAIN DTCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Inventory Rating: 77.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 31267, Location: S 13 T 22 N R 11 E (Lat: 36.539019, Lng: -89.809397), Route carried "on" structure: County highway 240, Year Built: 2003, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 15 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 20 (year 2041), Design Load: HS 20+Mod, Features Intersected: DRAIN DTCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Inventory Rating: 77.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 33461, Location: S 9 T 22 N R 12 E (Lat: 36.554036, Lng: -89.754897), Route carried "on" structure: US 62, Year Built: 2011, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 1,785 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 2,945 (year 2041), Design Load: HS 20, Features Intersected: DRAIN DTCH #41
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.244, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 33461, Location: S 9 T 22 N R 12 E (Lat: 36.554036, Lng: -89.754897), Route carried "on" structure: US 62, Year Built: 2011, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 1,785 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 2,945 (year 2041), Design Load: HS 20, Features Intersected: DRAIN DTCH #41
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.244, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 33786, Location: S 16 T 22 N R 11 E (Lat: 36.538417, Lng: -89.867000), Route carried "on" structure: County highway 301, Year Built: 2011, Status: Open, Structure Length: 2.33m (7.64ft), Average Daily Traffic: 30 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 41 (year 2041), Design Load: HS 20+Mod, Features Intersected: DRAIN DITCH #6, Facility Carried by Structure: COUNTY RD 240
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.8m (71.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 33786, Location: S 16 T 22 N R 11 E (Lat: 36.538417, Lng: -89.867000), Route carried "on" structure: County highway 301, Year Built: 2011, Status: Open, Structure Length: 2.33m (7.64ft), Average Daily Traffic: 30 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 41 (year 2041), Design Load: HS 20+Mod, Features Intersected: DRAIN DITCH #6, Facility Carried by Structure: COUNTY RD 240
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.8m (71.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 34212, Location: S 1 T 22 N R 11 E (Lat: 36.567958, Lng: -89.827622), Route carried "on" structure: County highway 176, Year Built: 2012, Status: Open, Structure Length: 1.45m (4.76ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 50%, Average Future Daily Traffic: 135 (year 2041), Design Load: HS 20, Features Intersected: DRAIN DTCH, Facility Carried by Structure: COUNTY RD 534
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 34212, Location: S 1 T 22 N R 11 E (Lat: 36.567958, Lng: -89.827622), Route carried "on" structure: County highway 176, Year Built: 2012, Status: Open, Structure Length: 1.45m (4.76ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 50%, Average Future Daily Traffic: 135 (year 2041), Design Load: HS 20, Features Intersected: DRAIN DTCH, Facility Carried by Structure: COUNTY RD 534
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35539, Location: S 13 T 22 N R 11 E (Lat: 36.539033, Lng: -89.827467), Route carried "on" structure: County highway 300, Year Built: 2016, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 15 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 20 (year 2041), Design Load: HS 20, Features Intersected: DRAIN DTCH, Facility Carried by Structure: COUNTY RD 240
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 81.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 35539, Location: S 13 T 22 N R 11 E (Lat: 36.539033, Lng: -89.827467), Route carried "on" structure: County highway 300, Year Built: 2016, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 15 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 20 (year 2041), Design Load: HS 20, Features Intersected: DRAIN DTCH, Facility Carried by Structure: COUNTY RD 240
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 81.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 36058, Location: S 1 T 22 N R 11 E (Lat: 36.568011, Lng: -89.809775), Route carried "on" structure: County highway 176, Year Built: 2018, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 15 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 20 (year 2041), Design Load: HS 20, Features Intersected: DRAIN DTCH, Facility Carried by Structure: COUNTY RD 534
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 36058, Location: S 1 T 22 N R 11 E (Lat: 36.568011, Lng: -89.809775), Route carried "on" structure: County highway 176, Year Built: 2018, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 15 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 20 (year 2041), Design Load: HS 20, Features Intersected: DRAIN DTCH, Facility Carried by Structure: COUNTY RD 534
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4066, Location: S 15 T 22 N R 11 E (Lat: 36.553406, Lng: -89.848328), Route carried "on" structure: US 62, Year Built: 1995, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 1,840 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 3,036 (year 2041), Design Load: HS 20, Features Intersected: DRAIN DTCH #7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.869, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Internally Sealed
Structure Number: 4066, Location: S 15 T 22 N R 11 E (Lat: 36.553406, Lng: -89.848328), Route carried "on" structure: US 62, Year Built: 1995, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 1,840 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 3,036 (year 2041), Design Load: HS 20, Features Intersected: DRAIN DTCH #7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.869, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Internally Sealed
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Structure Number: 409, Location: S 14 T 21 N R 26 W (Lat: 36.523442, Lng: -93.724478), Route carried "on" structure: State highway 86, Year Built: 1957, Status: Open, Structure Length: 23.56m (77.30ft), Average Daily Traffic: 1,988 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 3,280 (year 2041), Design Load: H 15, Features Intersected: TABLE ROCK LK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 123.741, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Very good, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.36m (7.74ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Critical Feature Inspection Date: January 2022, Underwater Inspection Date: July 2021, Bridge Improvement Cost: $3,797,000, Roadway Improvement Cost: $380,000, Total Project Cost: $5,696,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 409, Location: S 14 T 21 N R 26 W (Lat: 36.523442, Lng: -93.724478), Route carried "on" structure: State highway 86, Year Built: 1957, Status: Open, Structure Length: 23.56m (77.30ft), Average Daily Traffic: 1,988 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 3,280 (year 2041), Design Load: H 15, Features Intersected: TABLE ROCK LK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 123.741, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Very good, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.36m (7.74ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Critical Feature Inspection Date: January 2022, Underwater Inspection Date: July 2021, Bridge Improvement Cost: $3,797,000, Roadway Improvement Cost: $380,000, Total Project Cost: $5,696,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 409, Location: S 9 T 22 N R 11 E (Lat: 36.552994, Lng: -89.866519), Route carried "on" structure: US 62, Year Built: 1992, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 1,840 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 3,036 (year 2041), Design Load: HS 20, Features Intersected: DRAIN DTCH #6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.227, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Internally Sealed
Structure Number: 409, Location: S 9 T 22 N R 11 E (Lat: 36.552994, Lng: -89.866519), Route carried "on" structure: US 62, Year Built: 1992, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 1,840 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 3,036 (year 2041), Design Load: HS 20, Features Intersected: DRAIN DTCH #6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.227, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Internally Sealed
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Structure Number: 4196, Location: S 12 T 22 N R 11 E (Lat: 36.553436, Lng: -89.827103), Route carried "on" structure: US 62, Year Built: 1995, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 1,840 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 3,036 (year 2041), Design Load: HS 20, Features Intersected: DRAIN DTCH #8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.776, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 4196, Location: S 12 T 22 N R 11 E (Lat: 36.553436, Lng: -89.827103), Route carried "on" structure: US 62, Year Built: 1995, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 1,840 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 3,036 (year 2041), Design Load: HS 20, Features Intersected: DRAIN DTCH #8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.776, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 4257, Location: S 8 T 22 N R 12 E (Lat: 36.553767, Lng: -89.772550), Route carried "on" structure: US 62, Year Built: 1995, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,785 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 2,945 (year 2041), Design Load: HS 25 or greater, Features Intersected: DRAIN DTCH #42
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.667, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 85.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 4257, Location: S 8 T 22 N R 12 E (Lat: 36.553767, Lng: -89.772550), Route carried "on" structure: US 62, Year Built: 1995, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,785 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 2,945 (year 2041), Design Load: HS 25 or greater, Features Intersected: DRAIN DTCH #42
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.667, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 85.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 4457, Location: S 12 T 22 N R 11 E (Lat: 36.553503, Lng: -89.809978), Route carried "on" structure: US 62, Year Built: 1922, Year Reconstructed: 1939, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,840 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 3,036 (year 2041), Design Load: H 15, Features Intersected: DRAIN DTCH #44
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.303, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.19m (0.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $238,000, Roadway Improvement Cost: $24,000, Total Project Cost: $357,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 4457, Location: S 12 T 22 N R 11 E (Lat: 36.553503, Lng: -89.809978), Route carried "on" structure: US 62, Year Built: 1922, Year Reconstructed: 1939, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,840 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 3,036 (year 2041), Design Load: H 15, Features Intersected: DRAIN DTCH #44
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.303, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.19m (0.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $238,000, Roadway Improvement Cost: $24,000, Total Project Cost: $357,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 4458, Location: S 7 T 22 N R 12 E (Lat: 36.553586, Lng: -89.795025), Route carried "on" structure: US 62, Year Built: 1922, Year Reconstructed: 1939, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 1,785 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 2,945 (year 2041), Design Load: H 15, Features Intersected: DRAIN DTCH #43
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.648, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4458, Location: S 7 T 22 N R 12 E (Lat: 36.553586, Lng: -89.795025), Route carried "on" structure: US 62, Year Built: 1922, Year Reconstructed: 1939, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 1,785 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 2,945 (year 2041), Design Load: H 15, Features Intersected: DRAIN DTCH #43
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.648, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous