Bridge Statistics for Clinton, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 40Number of bridges
- 568ft / 173mTotal length
- $4,376,000Total costs
- 147,664Total average daily traffic
- 19,476Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Clinton
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 71920-1929
- 51930-1939
- 51950-1959
- 91960-1969
- 51970-1979
- 51990-1999
- 22000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 61980-1989
- 41990-1999
- 22000-2009
- Bridge Condition - Deck
- 3.7%Very good
- 44.4%Good
- 29.6%Satisfactory
- 18.5%Fair
- 3.7%Poor
- Bridge Condition - Superstructure
- 3.7%Very good
- 51.9%Good
- 11.1%Satisfactory
- 14.8%Fair
- 11.1%Poor
- 7.4%Serious
- Bridge Condition - Substructure
- 3.7%Excellent
- 3.7%Very good
- 29.6%Good
- 44.4%Satisfactory
- 11.1%Fair
- 7.4%Poor
- Bridge Condition - Channel
- 10.8%Very good
- 27.0%Good
- 35.1%Satisfactory
- 27.0%Fair
- Bridge Condition - Culverts
- 8.3%Good
- 66.7%Satisfactory
- 25.0%Fair
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Structure Number: 11811, Location: S 25 T 41 N R 26 W (Lat: 38.320367, Lng: -93.757936), Route carried "on" structure: State highway 13, Year Built: 1999, Status: Open, Structure Length: 31.55m (103.51ft), Average Daily Traffic: 7,403 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 12,955 (year 2041), Design Load: HS 20, Features Intersected: TRUMAN RESERVOIR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 226.067, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11811, Location: S 25 T 41 N R 26 W (Lat: 38.320367, Lng: -93.757936), Route carried "on" structure: State highway 13, Year Built: 1999, Status: Open, Structure Length: 31.55m (103.51ft), Average Daily Traffic: 7,403 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 12,955 (year 2041), Design Load: HS 20, Features Intersected: TRUMAN RESERVOIR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 226.067, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021, Underwater Inspection Date: July 2019, 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: 1223, Location: S 11 T 41 N R 26 W (Lat: 38.366350, Lng: -93.758636), Route carried "on" structure: State highway 18, Year Built: 1966, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 9,085 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 16,353 (year 2041), Design Load: H 20, Features Intersected: COAL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.626, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: Fair, Culverts: Fair, Inventory Rating: 61.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 1223, Location: S 11 T 41 N R 26 W (Lat: 38.366350, Lng: -93.758636), Route carried "on" structure: State highway 18, Year Built: 1966, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 9,085 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 16,353 (year 2041), Design Load: H 20, Features Intersected: COAL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.626, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: Fair, Culverts: Fair, Inventory Rating: 61.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 15275, Location: S 3 T 41 N R 26 W (Lat: 38.372819, Lng: -93.785069), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 450 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 653 (year 2041), Features Intersected: TOWN CR, Facility Carried by Structure: URICH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 15275, Location: S 3 T 41 N R 26 W (Lat: 38.372819, Lng: -93.785069), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 450 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 653 (year 2041), Features Intersected: TOWN CR, Facility Carried by Structure: URICH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 15278, Location: S 34 T 42 N R 26 W (Lat: 38.387303, Lng: -93.777447), Route carried "on" structure: City street , Year Built: 1932, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 1,900 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 2,755 (year 2041), Design Load: H 15, Features Intersected: TOWN CR, Facility Carried by Structure: RIVES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.48m (1.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $35,000, Total Project Cost: $528,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 15278, Location: S 34 T 42 N R 26 W (Lat: 38.387303, Lng: -93.777447), Route carried "on" structure: City street , Year Built: 1932, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 1,900 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 2,755 (year 2041), Design Load: H 15, Features Intersected: TOWN CR, Facility Carried by Structure: RIVES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.48m (1.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $35,000, Total Project Cost: $528,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 19181, Location: S 6 T 42 N R 25 W (Lat: 38.380256, Lng: -93.732206), Route carried "on" structure: County highway 213, Year Built: 1998, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 322 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 451 (year 2041), Design Load: HS 20, Features Intersected: DEER CR, Facility Carried by Structure: NE100
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19181, Location: S 6 T 42 N R 25 W (Lat: 38.380256, Lng: -93.732206), Route carried "on" structure: County highway 213, Year Built: 1998, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 322 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 451 (year 2041), Design Load: HS 20, Features Intersected: DEER CR, Facility Carried by Structure: NE100
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19279, Location: S 9 T 42 N R 26 W (Lat: 38.440561, Lng: -93.800433), Route carried "on" structure: County highway 216, Year Built: 1920, Year Reconstructed: 1989, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 40 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 56 (year 2041), Features Intersected: FIELDS CR, Facility Carried by Structure: NW500
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.541, Lanes on structure: 1, Owner: County 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: 14.6m (47.9ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19279, Location: S 9 T 42 N R 26 W (Lat: 38.440561, Lng: -93.800433), Route carried "on" structure: County highway 216, Year Built: 1920, Year Reconstructed: 1989, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 40 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 56 (year 2041), Features Intersected: FIELDS CR, Facility Carried by Structure: NW500
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.541, Lanes on structure: 1, Owner: County 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: 14.6m (47.9ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19281, Location: S 9 T 42 N R 26 W (Lat: 38.440542, Lng: -93.795775), Route carried "on" structure: County highway 216, Year Built: 1970, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 40 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 56 (year 2041), Design Load: H 15, Features Intersected: FIELDS CR, Facility Carried by Structure: NW500
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 19281, Location: S 9 T 42 N R 26 W (Lat: 38.440542, Lng: -93.795775), Route carried "on" structure: County highway 216, Year Built: 1970, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 40 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 56 (year 2041), Design Load: H 15, Features Intersected: FIELDS CR, Facility Carried by Structure: NW500
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 19482, Location: S 14 T 42 N R 26 W (Lat: 38.424864, Lng: -93.763944), Route carried "on" structure: County highway 222, Year Built: 1920, Year Reconstructed: 1989, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 60 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 84 (year 2041), Features Intersected: TOWN CR, Facility Carried by Structure: NW400
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.20m (0.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $10,000, Total Project Cost: $149,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 19482, Location: S 14 T 42 N R 26 W (Lat: 38.424864, Lng: -93.763944), Route carried "on" structure: County highway 222, Year Built: 1920, Year Reconstructed: 1989, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 60 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 84 (year 2041), Features Intersected: TOWN CR, Facility Carried by Structure: NW400
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.20m (0.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $10,000, Total Project Cost: $149,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 19534, Location: S 23 T 42 N R 26 W (Lat: 38.410422, Lng: -93.768136), Route carried "on" structure: County highway 224, Year Built: 1920, Year Reconstructed: 1989, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 70 (year 2041), Features Intersected: TOWN CR, Facility Carried by Structure: NW300
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 19534, Location: S 23 T 42 N R 26 W (Lat: 38.410422, Lng: -93.768136), Route carried "on" structure: County highway 224, Year Built: 1920, Year Reconstructed: 1989, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 70 (year 2041), Features Intersected: TOWN CR, Facility Carried by Structure: NW300
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 19769, Location: S 17 T 42 N R 26 W (Lat: 38.436781, Lng: -93.816397), Route carried "on" structure: County highway 233, Year Built: 1900, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 70 (year 2041), Features Intersected: BR OF FIELDS CR, Facility Carried by Structure: NW251
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 19769, Location: S 17 T 42 N R 26 W (Lat: 38.436781, Lng: -93.816397), Route carried "on" structure: County highway 233, Year Built: 1900, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 70 (year 2041), Features Intersected: BR OF FIELDS CR, Facility Carried by Structure: NW251
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 21893, Location: S 12 T 41 N R 26 W (Lat: 38.352217, Lng: -93.743958), Route carried "on" structure: County highway 329, Year Built: 1950, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 210 (year 2041), Design Load: H 15, Features Intersected: DEER CR, Facility Carried by Structure: SE91
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 4.4m (14.4ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 13.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.33m (1.08ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Critical Feature Inspection Date: Febuary 2021, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $24,000, Total Project Cost: $360,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21893, Location: S 12 T 41 N R 26 W (Lat: 38.352217, Lng: -93.743958), Route carried "on" structure: County highway 329, Year Built: 1950, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 210 (year 2041), Design Load: H 15, Features Intersected: DEER CR, Facility Carried by Structure: SE91
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 4.4m (14.4ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 13.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.33m (1.08ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Critical Feature Inspection Date: Febuary 2021, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $24,000, Total Project Cost: $360,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22158, Location: S 20 T 41 N R 26 W (Lat: 38.331736, Lng: -93.822697), Route carried "on" structure: County highway 342, Year Built: 1930, Status: Closed, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 35 (year 2041), Design Load: H 10, Features Intersected: TRIB S GRAND RVR, Facility Carried by Structure: SW351
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Poor, Channel: Fair, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2019, Underwater Inspection Date: Febuary 2017, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $153,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22158, Location: S 20 T 41 N R 26 W (Lat: 38.331736, Lng: -93.822697), Route carried "on" structure: County highway 342, Year Built: 1930, Status: Closed, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 35 (year 2041), Design Load: H 10, Features Intersected: TRIB S GRAND RVR, Facility Carried by Structure: SW351
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Poor, Channel: Fair, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2019, Underwater Inspection Date: Febuary 2017, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $153,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22266, Location: S 7 T 41 N R 25 W (Lat: 38.350908, Lng: -93.728339), Route carried "on" structure: County highway 348, Year Built: 1936, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 210 (year 2041), Design Load: H 10, Features Intersected: DILLION CR, Facility Carried by Structure: SE100
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 1, Owner: County 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: 10.7m (35.1ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 16.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.18m (0.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $131,000, Roadway Improvement Cost: $13,000, Total Project Cost: $196,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22266, Location: S 7 T 41 N R 25 W (Lat: 38.350908, Lng: -93.728339), Route carried "on" structure: County highway 348, Year Built: 1936, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 210 (year 2041), Design Load: H 10, Features Intersected: DILLION CR, Facility Carried by Structure: SE100
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 1, Owner: County 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: 10.7m (35.1ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 16.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.18m (0.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $131,000, Roadway Improvement Cost: $13,000, Total Project Cost: $196,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22401, Location: S 20 T 41 N R 25 W (Lat: 38.332214, Lng: -93.712014), Route carried "on" structure: County highway 354, Year Built: 1953, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 40 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 56 (year 2041), Design Load: H 10, Features Intersected: DUMPLING CR, Facility Carried by Structure: SE181
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 22401, Location: S 20 T 41 N R 25 W (Lat: 38.332214, Lng: -93.712014), Route carried "on" structure: County highway 354, Year Built: 1953, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 40 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 56 (year 2041), Design Load: H 10, Features Intersected: DUMPLING CR, Facility Carried by Structure: SE181
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 24875, Location: S 5 T 41 N R 26 W (Lat: 38.367994, Lng: -93.819961), Route carried "on" structure: County highway 567, Year Built: 1930, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 70 (year 2041), Design Load: H 10, Features Intersected: ROSE CR, Facility Carried by Structure: DIVISION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Satisfactory, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 24875, Location: S 5 T 41 N R 26 W (Lat: 38.367994, Lng: -93.819961), Route carried "on" structure: County highway 567, Year Built: 1930, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 70 (year 2041), Design Load: H 10, Features Intersected: ROSE CR, Facility Carried by Structure: DIVISION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Satisfactory, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 24882, Location: S 23 T 42 N R 26 W (Lat: 38.415825, Lng: -93.763953), Route carried "on" structure: County highway 569, Year Built: 1922, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 120 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 168 (year 2041), Design Load: H 15, Features Intersected: BR OF TOWN CR, Facility Carried by Structure: NW 51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 24882, Location: S 23 T 42 N R 26 W (Lat: 38.415825, Lng: -93.763953), Route carried "on" structure: County highway 569, Year Built: 1922, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 120 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 168 (year 2041), Design Load: H 15, Features Intersected: BR OF TOWN CR, Facility Carried by Structure: NW 51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28486, Location: S 34 T 42 N R 26 W (Lat: 38.370086, Lng: -93.759311), Route carried "on" structure: City street 151, Year Built: 1999, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 600 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 870 (year 2041), Features Intersected: COAL CR, Facility Carried by Structure: FRANKLIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 30.6 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.19m (0.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $147,000, Roadway Improvement Cost: $15,000, Total Project Cost: $220,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28486, Location: S 34 T 42 N R 26 W (Lat: 38.370086, Lng: -93.759311), Route carried "on" structure: City street 151, Year Built: 1999, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 600 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 870 (year 2041), Features Intersected: COAL CR, Facility Carried by Structure: FRANKLIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 30.6 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.19m (0.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $147,000, Roadway Improvement Cost: $15,000, Total Project Cost: $220,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 29745, Location: S 3 T 42 N R 26 W (Lat: 38.454233, Lng: -93.781500), Route carried "on" structure: County highway 217, Year Built: 2003, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 10 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 14 (year 2041), Features Intersected: FIELDS CR, Facility Carried by Structure: NW 161
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 29745, Location: S 3 T 42 N R 26 W (Lat: 38.454233, Lng: -93.781500), Route carried "on" structure: County highway 217, Year Built: 2003, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 10 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 14 (year 2041), Features Intersected: FIELDS CR, Facility Carried by Structure: NW 161
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3078, Location: S 30 T 42 N R 26 W (Lat: 38.399642, Lng: -93.834672), Route carried "on" structure: State highway 7, Year Built: 1974, Year Reconstructed: 2009, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 8,736 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 15,288 (year 2041), Design Load: H 20, Features Intersected: FIELDS CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 182.700, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3078, Location: S 30 T 42 N R 26 W (Lat: 38.399642, Lng: -93.834672), Route carried "on" structure: State highway 7, Year Built: 1974, Year Reconstructed: 2009, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 8,736 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 15,288 (year 2041), Design Load: H 20, Features Intersected: FIELDS CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 182.700, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, 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: 315, Location: S 5 T 41 N R 25 W (Lat: 38.365236, Lng: -93.717503), Route carried "on" structure: State highway 7, Year Built: 1959, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 6,972 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 12,201 (year 2041), Design Load: H 20, Features Intersected: DILLON CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 130.570, 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: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: March 2021
Structure Number: 315, Location: S 5 T 41 N R 25 W (Lat: 38.365236, Lng: -93.717503), Route carried "on" structure: State highway 7, Year Built: 1959, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 6,972 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 12,201 (year 2041), Design Load: H 20, Features Intersected: DILLON CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 130.570, 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: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: March 2021
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Structure Number: 31708, Location: S 29 T 42 N R 26 W (Lat: 38.409436, Lng: -93.822097), Route carried "on" structure: County highway 236, Year Built: 2006, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 40 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 56 (year 2041), Design Load: HS 20, Features Intersected: FIELDS CR, Facility Carried by Structure: NW 351
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Channel: Very good, Operating Rating: 78.3 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: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 31708, Location: S 29 T 42 N R 26 W (Lat: 38.409436, Lng: -93.822097), Route carried "on" structure: County highway 236, Year Built: 2006, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 40 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 56 (year 2041), Design Load: HS 20, Features Intersected: FIELDS CR, Facility Carried by Structure: NW 351
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Channel: Very good, Operating Rating: 78.3 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: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 326, Location: S 25 T 41 N R 26 W (Lat: 38.320350, Lng: -93.758086), Route carried "on" structure: State highway 13, Year Built: 1964, Year Reconstructed: 2014, Status: Open, Structure Length: 31.55m (103.51ft), Average Daily Traffic: 7,288 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 12,754 (year 2041), Design Load: H 20, Features Intersected: TRUMAN RESERVOIR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 241.330, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: January 2021, Underwater Inspection Date: July 2019, Other Special 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: 326, Location: S 25 T 41 N R 26 W (Lat: 38.320350, Lng: -93.758086), Route carried "on" structure: State highway 13, Year Built: 1964, Year Reconstructed: 2014, Status: Open, Structure Length: 31.55m (103.51ft), Average Daily Traffic: 7,288 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 12,754 (year 2041), Design Load: H 20, Features Intersected: TRUMAN RESERVOIR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 241.330, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: January 2021, Underwater Inspection Date: July 2019, Other Special 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: 3407, Location: S 6 T 41 N R 26 W (Lat: 38.378969, Lng: -93.836817), Route carried "on" structure: State highway 18, Year Built: 1976, Year Reconstructed: 1988, Status: Open, Structure Length: 12.65m (41.50ft), Average Daily Traffic: 1,361 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 2,042 (year 2041), Design Load: H 20, Features Intersected: FIELDS CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.358, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.4 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Built-up
Structure Number: 3407, Location: S 6 T 41 N R 26 W (Lat: 38.378969, Lng: -93.836817), Route carried "on" structure: State highway 18, Year Built: 1976, Year Reconstructed: 1988, Status: Open, Structure Length: 12.65m (41.50ft), Average Daily Traffic: 1,361 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 2,042 (year 2041), Design Load: H 20, Features Intersected: FIELDS CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.358, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.4 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Built-up
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Structure Number: 3408, Location: S 4 T 41 N R 26 W (Lat: 38.367750, Lng: -93.794572), Route carried "on" structure: State highway 18, Year Built: 1976, Year Reconstructed: 1988, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 1,622 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 2,433 (year 2041), Design Load: H 20, Features Intersected: TOWN CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.425, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Satisfactory, Channel: Fair, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.71m (2.33ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $811,000, Roadway Improvement Cost: $81,000, Total Project Cost: $1,216,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 3408, Location: S 4 T 41 N R 26 W (Lat: 38.367750, Lng: -93.794572), Route carried "on" structure: State highway 18, Year Built: 1976, Year Reconstructed: 1988, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 1,622 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 2,433 (year 2041), Design Load: H 20, Features Intersected: TOWN CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.425, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Satisfactory, Channel: Fair, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.71m (2.33ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $811,000, Roadway Improvement Cost: $81,000, Total Project Cost: $1,216,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 34909, Location: S 34 T 42 N R 26 W (Lat: 38.385667, Lng: -93.778917), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 450 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 653 (year 2041), Design Load: HS 20, Features Intersected: TOWN CR, Facility Carried by Structure: WATER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 34909, Location: S 34 T 42 N R 26 W (Lat: 38.385667, Lng: -93.778917), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 450 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 653 (year 2041), Design Load: HS 20, Features Intersected: TOWN CR, Facility Carried by Structure: WATER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4239, Location: S 30 T 42 N R 26 W (Lat: 38.399444, Lng: -93.834869), Route carried "on" structure: State highway 7, Year Built: 1996, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 9,075 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 15,881 (year 2041), Design Load: HS 20, Features Intersected: FIELDS CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 117.756, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), 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: Very good, Channel: Satisfactory, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4239, Location: S 30 T 42 N R 26 W (Lat: 38.399444, Lng: -93.834869), Route carried "on" structure: State highway 7, Year Built: 1996, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 9,075 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 15,881 (year 2041), Design Load: HS 20, Features Intersected: FIELDS CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 117.756, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), 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: Very good, Channel: Satisfactory, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, 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: 424, Location: S 31 T 42 N R 26 W (Lat: 38.395936, Lng: -93.830500), Route carried "on" structure: State highway 7, Year Built: 1995, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 9,075 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 15,881 (year 2041), Design Load: HS 20, Features Intersected: FIELDS CR OVRFL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 118.298, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), 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: Good, Channel: Good, Operating Rating: 72.9 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: Better than present minimum criteria, Deck Geometry: Better than 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 424, Location: S 31 T 42 N R 26 W (Lat: 38.395936, Lng: -93.830500), Route carried "on" structure: State highway 7, Year Built: 1995, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 9,075 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 15,881 (year 2041), Design Load: HS 20, Features Intersected: FIELDS CR OVRFL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 118.298, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), 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: Good, Channel: Good, Operating Rating: 72.9 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: Better than present minimum criteria, Deck Geometry: Better than 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: September 2020, 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: 445, Location: S 12 T 40 N R 26 W (Lat: 38.357044, Lng: -93.754925), Route carried "on" structure: State highway 13, Year Built: 1964, Year Reconstructed: 1999, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 13,081 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 22,892 (year 2041), Design Load: H 20, Features Intersected: COAL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 237.374, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), 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)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 445, Location: S 12 T 40 N R 26 W (Lat: 38.357044, Lng: -93.754925), Route carried "on" structure: State highway 13, Year Built: 1964, Year Reconstructed: 1999, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 13,081 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 22,892 (year 2041), Design Load: H 20, Features Intersected: COAL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 237.374, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), 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)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 446, Location: S 34 T 42 N R 26 W (Lat: 38.388436, Lng: -93.776100), Route carried "on" structure: State highway 7, Year Built: 1962, Year Reconstructed: 1996, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 13,834 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 24,210 (year 2041), Design Load: HS 20, Features Intersected: TOWN CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 123.321, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 22.2m (72.8ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 446, Location: S 34 T 42 N R 26 W (Lat: 38.388436, Lng: -93.776100), Route carried "on" structure: State highway 7, Year Built: 1962, Year Reconstructed: 1996, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 13,834 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 24,210 (year 2041), Design Load: HS 20, Features Intersected: TOWN CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 123.321, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 22.2m (72.8ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, 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: 46, Location: S 31 T 49 N R 27 W (Lat: 39.007706, Lng: -93.942064), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 2,226 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,228 (year 2041), Design Load: H 15, Features Intersected: IS 70, Facility Carried by Structure: JOHNSON DR S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.477, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 36.9 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.78m (2.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $891,000, Roadway Improvement Cost: $89,000, Total Project Cost: $1,336,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 46, Location: S 31 T 49 N R 27 W (Lat: 39.007706, Lng: -93.942064), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 2,226 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,228 (year 2041), Design Load: H 15, Features Intersected: IS 70, Facility Carried by Structure: JOHNSON DR S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.477, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 36.9 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.78m (2.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $891,000, Roadway Improvement Cost: $89,000, Total Project Cost: $1,336,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 46, Location: S 36 T 42 N R 26 W (Lat: 38.386114, Lng: -93.755494), Route carried "on" structure: State highway 7, Year Built: 1962, Year Reconstructed: 1995, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 13,476 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 23,583 (year 2041), Design Load: H 20, Features Intersected: MO 52, KATY TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 125.162, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 27.1m (88.9ft), Out-to-Out Width: 27.9m (91.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 46, Location: S 36 T 42 N R 26 W (Lat: 38.386114, Lng: -93.755494), Route carried "on" structure: State highway 7, Year Built: 1962, Year Reconstructed: 1995, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 13,476 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 23,583 (year 2041), Design Load: H 20, Features Intersected: MO 52, KATY TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 125.162, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 27.1m (88.9ft), Out-to-Out Width: 27.9m (91.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, 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: 479, Location: S 13 T 49 N R 13 W (Lat: 39.038036, Lng: -92.331294), Route carried "on" structure: US 63, Year Built: 1963, Year Reconstructed: 1992, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 10,863 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 17,924 (year 2041), Design Load: HS 20+Mod, Features Intersected: ROCKY FK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 182.775, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 22.0m (72.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 479, Location: S 13 T 49 N R 13 W (Lat: 39.038036, Lng: -92.331294), Route carried "on" structure: US 63, Year Built: 1963, Year Reconstructed: 1992, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 10,863 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 17,924 (year 2041), Design Load: HS 20+Mod, Features Intersected: ROCKY FK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 182.775, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 22.0m (72.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 4873, Location: S 30 T 42 N R 25 W (Lat: 38.401725, Lng: -93.734497), Route carried "on" structure: State highway 52, Year Built: 1925, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 3,503 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 6,305 (year 2041), Design Load: H 15, Features Intersected: DEER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.950, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: 10.6m (34.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 4873, Location: S 30 T 42 N R 25 W (Lat: 38.401725, Lng: -93.734497), Route carried "on" structure: State highway 52, Year Built: 1925, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 3,503 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 6,305 (year 2041), Design Load: H 15, Features Intersected: DEER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.950, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: 10.6m (34.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 4874, Location: S 17 T 42 N R 25 W (Lat: 38.428044, Lng: -93.702603), Route carried "on" structure: State highway 52, Year Built: 1925, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 3,760 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 6,768 (year 2041), Design Load: H 15, Features Intersected: BR DEER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.023, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 4874, Location: S 17 T 42 N R 25 W (Lat: 38.428044, Lng: -93.702603), Route carried "on" structure: State highway 52, Year Built: 1925, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 3,760 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 6,768 (year 2041), Design Load: H 15, Features Intersected: BR DEER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.023, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 4887, Location: S 20 T 42 N R 25 W (Lat: 38.419511, Lng: -93.713733), Route carried "on" structure: State highway 52, Year Built: 1925, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 3,760 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 6,768 (year 2041), Design Load: H 15, Features Intersected: DEER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 110.636, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 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: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 4887, Location: S 20 T 42 N R 25 W (Lat: 38.419511, Lng: -93.713733), Route carried "on" structure: State highway 52, Year Built: 1925, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 3,760 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 6,768 (year 2041), Design Load: H 15, Features Intersected: DEER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 110.636, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 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: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 5665, Location: S 32 T 42 N R 26 W (Lat: 38.389728, Lng: -93.813922), Route carried "on" structure: State highway 7, Year Built: 1932, Year Reconstructed: 1996, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 13,925 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 24,369 (year 2041), Design Load: HS 20, Features Intersected: ROSE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.043, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 72.0 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 5665, Location: S 32 T 42 N R 26 W (Lat: 38.389728, Lng: -93.813922), Route carried "on" structure: State highway 7, Year Built: 1932, Year Reconstructed: 1996, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 13,925 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 24,369 (year 2041), Design Load: HS 20, Features Intersected: ROSE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.043, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 72.0 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 6894, Location: S 30 T 42 N R 25 W (Lat: 38.401875, Lng: -93.723444), Route carried "on" structure: State highway YY, Year Built: 1957, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 262 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 393 (year 2041), Design Load: H 10, Features Intersected: DEER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.930, 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: 2, 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: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 6894, Location: S 30 T 42 N R 25 W (Lat: 38.401875, Lng: -93.723444), Route carried "on" structure: State highway YY, Year Built: 1957, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 262 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 393 (year 2041), Design Load: H 10, Features Intersected: DEER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.930, 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: 2, 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: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: CEPNWKMO0000012, Location: E of Clinton, MO 1.5miles (Lat: 38.367994, Lng: -93.819908), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 60 (year 2037), Features Intersected: Rose Creek, Facility Carried by Structure: Old 18 Highway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $69,000, Roadway Improvement Cost: $7,000, Total Project Cost: $104,000 ( Estimate for 2021)
Structure Number: CEPNWKMO0000012, Location: E of Clinton, MO 1.5miles (Lat: 38.367994, Lng: -93.819908), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 60 (year 2037), Features Intersected: Rose Creek, Facility Carried by Structure: Old 18 Highway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $69,000, Roadway Improvement Cost: $7,000, Total Project Cost: $104,000 ( Estimate for 2021)
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Structure Number: CEPNWKMO0000014, Location: Clinton, MO (Lat: 38.332186, Lng: -93.712028), Route carried "on" structure: ServiceCounty highway 31, Year Built: 1960, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 10 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 10 (year 2037), Features Intersected: Dumpling Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 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 minimum criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $76,000, Roadway Improvement Cost: $8,000, Total Project Cost: $114,000 ( Estimate for 2021)
Structure Number: CEPNWKMO0000014, Location: Clinton, MO (Lat: 38.332186, Lng: -93.712028), Route carried "on" structure: ServiceCounty highway 31, Year Built: 1960, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 10 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 10 (year 2037), Features Intersected: Dumpling Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 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 minimum criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $76,000, Roadway Improvement Cost: $8,000, Total Project Cost: $114,000 ( Estimate for 2021)
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Structure Number: 46, Location: S 36 T 42 N R 26 W (Lat: 38.386114, Lng: -93.755494), Route carried "under" structure: State highway 52, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 3,750 (year 2021), Truck Traffic: 11%, Features Intersected: MO 52, Facility Carried by Structure: MO 7 S
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 178.526, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 46, Location: S 36 T 42 N R 26 W (Lat: 38.386114, Lng: -93.755494), Route carried "under" structure: State highway 52, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 3,750 (year 2021), Truck Traffic: 11%, Features Intersected: MO 52, Facility Carried by Structure: MO 7 S
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 178.526, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)