Bridge Statistics for Ava, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 56ft / 16.6mTotal length
- $255,000Total costs
- 25,873Total average daily traffic
- 3,917Total average daily truck traffic
- 43,477Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Ava
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 11930-1939
- 21940-1949
- 41950-1959
- 21960-1969
- 11990-1999
- 12010-2019
- Bridge Condition - Substructure
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Channel
- 7.7%Good
- 69.2%Satisfactory
- 23.1%Fair
- Bridge Condition - Culverts
- 81.8%Satisfactory
- 18.2%Fair
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Structure Number: 1263, Location: S 21 T 27 N R 16 W (Lat: 37.016608, Lng: -92.700489), Route carried "on" structure: County highway 16, Year Built: 1991, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 36 (year 2040), Features Intersected: CREEK, Facility Carried by Structure: COUNTY RD K-514
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1263, Location: S 21 T 27 N R 16 W (Lat: 37.016608, Lng: -92.700489), Route carried "on" structure: County highway 16, Year Built: 1991, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 36 (year 2040), Features Intersected: CREEK, Facility Carried by Structure: COUNTY RD K-514
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 282, Location: S 26 T 27 N R 16 W (Lat: 37.001856, Lng: -92.651058), Route carried "on" structure: State highway 5, Year Built: 1958, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 5,158 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 8,769 (year 2041), Design Load: H 20, Features Intersected: FK CASTRO CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 495.265, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: 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: January 2021
Structure Number: 282, Location: S 26 T 27 N R 16 W (Lat: 37.001856, Lng: -92.651058), Route carried "on" structure: State highway 5, Year Built: 1958, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 5,158 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 8,769 (year 2041), Design Load: H 20, Features Intersected: FK CASTRO CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 495.265, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: 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: January 2021
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Structure Number: 3339, Location: S 33 T 27 N R 16 W (Lat: 36.981442, Lng: -92.705781), Route carried "on" structure: State highway 14, Year Built: 2011, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 2,562 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 4,355 (year 2041), Design Load: HS 20, Features Intersected: COWSKIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 103.740, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 86.4 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3339, Location: S 33 T 27 N R 16 W (Lat: 36.981442, Lng: -92.705781), Route carried "on" structure: State highway 14, Year Built: 2011, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 2,562 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 4,355 (year 2041), Design Load: HS 20, Features Intersected: COWSKIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 103.740, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 86.4 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4689, Location: S 34 T 26 N R 16 W (Lat: 36.892656, Lng: -92.683769), Route carried "on" structure: State highway 5, Year Built: 1923, Year Reconstructed: 1964, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 4,281 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 7,278 (year 2041), Design Load: H 20, Features Intersected: N SPRING CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 508.913, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 4689, Location: S 34 T 26 N R 16 W (Lat: 36.892656, Lng: -92.683769), Route carried "on" structure: State highway 5, Year Built: 1923, Year Reconstructed: 1964, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 4,281 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 7,278 (year 2041), Design Load: H 20, Features Intersected: N SPRING CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 508.913, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 482, Location: S 10 T 26 N R 16 W (Lat: 36.951492, Lng: -92.672228), Route carried "on" structure: State highway 5, Year Built: 1960, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 3,379 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 5,744 (year 2041), Design Load: H 20, Features Intersected: PRAIRIE BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 501.304, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: January 2021
Structure Number: 482, Location: S 10 T 26 N R 16 W (Lat: 36.951492, Lng: -92.672228), Route carried "on" structure: State highway 5, Year Built: 1960, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 3,379 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 5,744 (year 2041), Design Load: H 20, Features Intersected: PRAIRIE BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 501.304, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: January 2021
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Structure Number: 4983, Location: S 29 T 26 N R 15 W (Lat: 36.916650, Lng: -92.606961), Route carried "on" structure: State highway 14, Year Built: 1926, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,194 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,030 (year 2041), Design Load: H 15, Features Intersected: WILDCAT CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 116.851, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 68.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 4983, Location: S 29 T 26 N R 15 W (Lat: 36.916650, Lng: -92.606961), Route carried "on" structure: State highway 14, Year Built: 1926, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,194 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,030 (year 2041), Design Load: H 15, Features Intersected: WILDCAT CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 116.851, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 68.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 5265, Location: S 4 T 26 N R 16 W (Lat: 36.976911, Lng: -92.694953), Route carried "on" structure: State highway 14, Year Built: 1933, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 2,562 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 4,355 (year 2041), Design Load: H 15, Features Intersected: COWSKIN CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 104.851, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, 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: January 2021
Structure Number: 5265, Location: S 4 T 26 N R 16 W (Lat: 36.976911, Lng: -92.694953), Route carried "on" structure: State highway 14, Year Built: 1933, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 2,562 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 4,355 (year 2041), Design Load: H 15, Features Intersected: COWSKIN CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 104.851, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, 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: January 2021
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Structure Number: 534, Location: S 14 T 26 N R 16 W (Lat: 36.939639, Lng: -92.664908), Route carried "on" structure: State highway 5, Year Built: 1960, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,379 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 5,744 (year 2041), Design Load: H 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 502.818, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: January 2021
Structure Number: 534, Location: S 14 T 26 N R 16 W (Lat: 36.939639, Lng: -92.664908), Route carried "on" structure: State highway 5, Year Built: 1960, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,379 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 5,744 (year 2041), Design Load: H 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 502.818, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: January 2021
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Structure Number: 674, Location: S 26 T 26 N R 16 W (Lat: 36.906569, Lng: -92.671981), Route carried "on" structure: State highway AF, Year Built: 1956, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 299 (year 2021), Truck Traffic: 37%, Average Future Daily Traffic: 463 (year 2041), Design Load: H 10, Features Intersected: N SPRING CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.023, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 674, Location: S 26 T 26 N R 16 W (Lat: 36.906569, Lng: -92.671981), Route carried "on" structure: State highway AF, Year Built: 1956, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 299 (year 2021), Truck Traffic: 37%, Average Future Daily Traffic: 463 (year 2041), Design Load: H 10, Features Intersected: N SPRING CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.023, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 7568, Location: S 3 T 25 N R 16 W (Lat: 36.889339, Lng: -92.682983), Route carried "on" structure: State highway A, Year Built: 1952, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 641 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 994 (year 2041), Design Load: H 10, Features Intersected: N SPRING CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.600, Lanes on structure: 2, Owner: State 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: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 7568, Location: S 3 T 25 N R 16 W (Lat: 36.889339, Lng: -92.682983), Route carried "on" structure: State highway A, Year Built: 1952, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 641 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 994 (year 2041), Design Load: H 10, Features Intersected: N SPRING CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.600, Lanes on structure: 2, Owner: State 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: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 8501, Location: S 8 T 26 N R 16 W (Lat: 36.965131, Lng: -92.725839), Route carried "on" structure: State highway Y, Year Built: 1957, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,269 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,967 (year 2041), Features Intersected: COWSKIN CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.889, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 0.6m (2.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: High priority of replacement, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $255,000 ( Estimate for 2022)
Structure Number: 8501, Location: S 8 T 26 N R 16 W (Lat: 36.965131, Lng: -92.725839), Route carried "on" structure: State highway Y, Year Built: 1957, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,269 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,967 (year 2041), Features Intersected: COWSKIN CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.889, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 0.6m (2.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: High priority of replacement, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $255,000 ( Estimate for 2022)
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Structure Number: 9426, Location: S 26 T 27 N R 16 W (Lat: 37.007122, Lng: -92.664492), Route carried "on" structure: State highway B, Year Built: 1940, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 562 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 871 (year 2041), Design Load: H 10, Features Intersected: GRABEAL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.174, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.9m (9.5ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, 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: January 2021
Structure Number: 9426, Location: S 26 T 27 N R 16 W (Lat: 37.007122, Lng: -92.664492), Route carried "on" structure: State highway B, Year Built: 1940, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 562 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 871 (year 2041), Design Load: H 10, Features Intersected: GRABEAL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.174, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.9m (9.5ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, 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: January 2021
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Structure Number: 9427, Location: S 27 T 27 N R 16 W (Lat: 37.002592, Lng: -92.669322), Route carried "on" structure: State highway B, Year Built: 1940, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 562 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 871 (year 2041), Design Load: H 10, Features Intersected: BRANCH CASTO CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.943, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 9427, Location: S 27 T 27 N R 16 W (Lat: 37.002592, Lng: -92.669322), Route carried "on" structure: State highway B, Year Built: 1940, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 562 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 871 (year 2041), Design Load: H 10, Features Intersected: BRANCH CASTO CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.943, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021