Bridge Statistics for Kennett, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 56Number of bridges
- 751ft / 229mTotal length
- $2,930,000Total costs
- 110,610Total average daily traffic
- 19,516Total average daily truck traffic
- 185,304Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Kennett
- No street view available for this location
- New bridges - historical statistics
- 51900-1909
- 51920-1929
- 21930-1939
- 21940-1949
- 21950-1959
- 51960-1969
- 81970-1979
- 81980-1989
- 91990-1999
- 72000-2009
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 01950-1959
- 11960-1969
- 01970-1979
- 51980-1989
- Bridge Condition - Deck
- 2.2%Very good
- 43.5%Good
- 34.8%Satisfactory
- 17.4%Fair
- 2.2%Poor
- Bridge Condition - Superstructure
- 2.2%Excellent
- 17.4%Very good
- 43.5%Good
- 23.9%Satisfactory
- 13.0%Fair
- Bridge Condition - Substructure
- 2.2%Very good
- 56.5%Good
- 30.4%Satisfactory
- 8.7%Fair
- 2.2%Poor
- Bridge Condition - Channel
- 1.8%Very good
- 28.6%Good
- 60.7%Satisfactory
- 8.9%Fair
- Bridge Condition - Culverts
- 10.0%Very good
- 20.0%Good
- 30.0%Satisfactory
- 40.0%Fair
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Structure Number: 35034, Location: S 36 T 19 N R 9 E (Lat: 36.237222, Lng: -90.044722), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 140 (year 2040), Design Load: HS 20, Features Intersected: BUFFALO DTCH, Facility Carried by Structure: FLOYD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 58.5 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35034, Location: S 36 T 19 N R 9 E (Lat: 36.237222, Lng: -90.044722), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 140 (year 2040), Design Load: HS 20, Features Intersected: BUFFALO DTCH, Facility Carried by Structure: FLOYD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 58.5 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35754, Location: S 3 T 18 N R 9 E (Lat: 36.222386, Lng: -90.073647), Route carried "on" structure: State highway O, Year Built: 2018, Status: Open, Structure Length: 3.09m (10.14ft), Average Daily Traffic: 2,123 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 3,397 (year 2041), Features Intersected: SNIPE SLU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.524, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Very good, Inventory Rating: 73.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 35754, Location: S 3 T 18 N R 9 E (Lat: 36.222386, Lng: -90.073647), Route carried "on" structure: State highway O, Year Built: 2018, Status: Open, Structure Length: 3.09m (10.14ft), Average Daily Traffic: 2,123 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 3,397 (year 2041), Features Intersected: SNIPE SLU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.524, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Very good, Inventory Rating: 73.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 4513, Location: S 1 T 18 N R 10 E (Lat: 36.236597, Lng: -90.044719), Route carried "on" structure: State highway 84, Year Built: 1922, Year Reconstructed: 1948, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 14,914 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 23,862 (year 2041), Design Load: H 20, Features Intersected: BUFFALO DTCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.427, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 83.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 4513, Location: S 1 T 18 N R 10 E (Lat: 36.236597, Lng: -90.044719), Route carried "on" structure: State highway 84, Year Built: 1922, Year Reconstructed: 1948, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 14,914 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 23,862 (year 2041), Design Load: H 20, Features Intersected: BUFFALO DTCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.427, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 83.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 4536, Location: S 4 T 18 N R 9 E (Lat: 36.236453, Lng: -90.088906), Route carried "on" structure: State highway 84, Year Built: 1966, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 3,314 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 5,302 (year 2041), Design Load: H 20, Features Intersected: VARNEY RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.434, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.7 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Built-up, Deck Protection: Bituminous
Structure Number: 4536, Location: S 4 T 18 N R 9 E (Lat: 36.236453, Lng: -90.088906), Route carried "on" structure: State highway 84, Year Built: 1966, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 3,314 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 5,302 (year 2041), Design Load: H 20, Features Intersected: VARNEY RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.434, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.7 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Built-up, Deck Protection: Bituminous
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Structure Number: 4537, Location: S 4 T 18 N R 9 E (Lat: 36.236536, Lng: -90.095453), Route carried "on" structure: State highway 84, Year Built: 1922, Year Reconstructed: 1966, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 3,314 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 5,302 (year 2041), Design Load: H 20, Features Intersected: LATERAL DTCH NO 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.858, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 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: 91.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: November 2020
Structure Number: 4537, Location: S 4 T 18 N R 9 E (Lat: 36.236536, Lng: -90.095453), Route carried "on" structure: State highway 84, Year Built: 1922, Year Reconstructed: 1966, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 3,314 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 5,302 (year 2041), Design Load: H 20, Features Intersected: LATERAL DTCH NO 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.858, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 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: 91.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: November 2020
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Structure Number: 4551, Location: S 5 T 18 N R 10 E (Lat: 36.236678, Lng: -90.007067), Route carried "on" structure: US 412, Year Built: 1959, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 5,157 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 9,025 (year 2041), Design Load: H 20, Features Intersected: DRAIN DTCH NO 36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.009, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Built-up, Deck Protection: Cathodic Protection
Structure Number: 4551, Location: S 5 T 18 N R 10 E (Lat: 36.236678, Lng: -90.007067), Route carried "on" structure: US 412, Year Built: 1959, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 5,157 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 9,025 (year 2041), Design Load: H 20, Features Intersected: DRAIN DTCH NO 36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.009, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Built-up, Deck Protection: Cathodic Protection
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Structure Number: 49, Location: S 8 T 18 N R 9 E (Lat: 36.207306, Lng: -90.122631), Route carried "on" structure: State highway A, Year Built: 1925, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 437 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 612 (year 2041), Design Load: H 15, Features Intersected: DRAIN DTCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.940, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 29.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $341,000, Roadway Improvement Cost: $34,000, Total Project Cost: $511,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 49, Location: S 8 T 18 N R 9 E (Lat: 36.207306, Lng: -90.122631), Route carried "on" structure: State highway A, Year Built: 1925, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 437 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 612 (year 2041), Design Load: H 15, Features Intersected: DRAIN DTCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.940, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 29.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $341,000, Roadway Improvement Cost: $34,000, Total Project Cost: $511,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4901, Location: S 9 T 18 N R 9 E (Lat: 36.207311, Lng: -90.097828), Route carried "on" structure: State highway A, Year Built: 1925, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 437 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 612 (year 2041), Design Load: H 15, Features Intersected: VARNEY DRAIN DTCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.712, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.25m (0.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $285,000, Roadway Improvement Cost: $29,000, Total Project Cost: $428,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4901, Location: S 9 T 18 N R 9 E (Lat: 36.207311, Lng: -90.097828), Route carried "on" structure: State highway A, Year Built: 1925, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 437 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 612 (year 2041), Design Load: H 15, Features Intersected: VARNEY DRAIN DTCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.712, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.25m (0.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $285,000, Roadway Improvement Cost: $29,000, Total Project Cost: $428,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4902, Location: S 10 T 18 N R 9 E (Lat: 36.207319, Lng: -90.085894), Route carried "on" structure: State highway A, Year Built: 1925, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 437 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 612 (year 2041), Design Load: H 15, Features Intersected: RADGONS SLU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.639, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 0.23m (0.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $177,000, Roadway Improvement Cost: $18,000, Total Project Cost: $266,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4902, Location: S 10 T 18 N R 9 E (Lat: 36.207319, Lng: -90.085894), Route carried "on" structure: State highway A, Year Built: 1925, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 437 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 612 (year 2041), Design Load: H 15, Features Intersected: RADGONS SLU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.639, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 0.23m (0.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $177,000, Roadway Improvement Cost: $18,000, Total Project Cost: $266,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 555, Location: S 31 T 20 N R 10 E (Lat: 36.324194, Lng: -90.018297), Route carried "on" structure: State highway 153, Year Built: 1931, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 543 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 760 (year 2041), Design Load: H 15, Features Intersected: TAYLOR SLU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.302, Lanes on structure: 2, 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: 9.2m (30.2ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Length Of Structure Improvement: 0.17m (0.56ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $19,000, Total Project Cost: $292,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 555, Location: S 31 T 20 N R 10 E (Lat: 36.324194, Lng: -90.018297), Route carried "on" structure: State highway 153, Year Built: 1931, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 543 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 760 (year 2041), Design Load: H 15, Features Intersected: TAYLOR SLU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.302, Lanes on structure: 2, 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: 9.2m (30.2ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Length Of Structure Improvement: 0.17m (0.56ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $19,000, Total Project Cost: $292,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6169, Location: S 1 T 18 N R 9 E (Lat: 36.226625, Lng: -90.049514), Route carried "on" structure: US 412, Year Built: 1948, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 9,822 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 15,715 (year 2041), Design Load: H 15, Features Intersected: BUFFALO DRAIN DTCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.378, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), 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: Good, Culverts: Fair, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: November 2020
Structure Number: 6169, Location: S 1 T 18 N R 9 E (Lat: 36.226625, Lng: -90.049514), Route carried "on" structure: US 412, Year Built: 1948, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 9,822 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 15,715 (year 2041), Design Load: H 15, Features Intersected: BUFFALO DRAIN DTCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.378, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), 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: Good, Culverts: Fair, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: November 2020
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Structure Number: 617, Location: S 2 T 18 N R 9 E (Lat: 36.225528, Lng: -90.070444), Route carried "on" structure: State highway VV, Year Built: 1948, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 2,381 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 3,810 (year 2041), Design Load: H 15, Features Intersected: DRAIN DTCH NO 24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.282, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 617, Location: S 2 T 18 N R 9 E (Lat: 36.225528, Lng: -90.070444), Route carried "on" structure: State highway VV, Year Built: 1948, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 2,381 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 3,810 (year 2041), Design Load: H 15, Features Intersected: DRAIN DTCH NO 24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.282, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 7809, Location: S 20 T 18 N R 10 E (Lat: 36.178408, Lng: -90.004414), Route carried "on" structure: State highway UU, Year Built: 1955, Status: Posted for load, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 64 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 90 (year 2041), Design Load: H 10, Features Intersected: LATERAL DTCH NO 78
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.905, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7809, Location: S 20 T 18 N R 10 E (Lat: 36.178408, Lng: -90.004414), Route carried "on" structure: State highway UU, Year Built: 1955, Status: Posted for load, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 64 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 90 (year 2041), Design Load: H 10, Features Intersected: LATERAL DTCH NO 78
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.905, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8913, Location: S 7 T 18 N R 10 E (Lat: 36.222006, Lng: -90.017914), Route carried "on" structure: State highway Z, Year Built: 1933, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 27 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 38 (year 2041), Design Load: H 10, Features Intersected: MAIN DRAIN DTCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.690, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 19.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.33m (1.08ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $337,000, Roadway Improvement Cost: $34,000, Total Project Cost: $505,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8913, Location: S 7 T 18 N R 10 E (Lat: 36.222006, Lng: -90.017914), Route carried "on" structure: State highway Z, Year Built: 1933, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 27 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 38 (year 2041), Design Load: H 10, Features Intersected: MAIN DRAIN DTCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.690, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 19.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.33m (1.08ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $337,000, Roadway Improvement Cost: $34,000, Total Project Cost: $505,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 994, Location: S 15 T 18 N R 9 E (Lat: 36.203678, Lng: -90.082856), Route carried "on" structure: US 412, Year Built: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 6,008 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 10,514 (year 2041), Design Load: H 20, Features Intersected: RAGALIN SLU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.274, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 994, Location: S 15 T 18 N R 9 E (Lat: 36.203678, Lng: -90.082856), Route carried "on" structure: US 412, Year Built: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 6,008 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 10,514 (year 2041), Design Load: H 20, Features Intersected: RAGALIN SLU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.274, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020