Bridge Statistics for Sedalia, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 11910-1919
- 91920-1929
- 31930-1939
- 21940-1949
- 31950-1959
- 131960-1969
- 121970-1979
- 21990-1999
- 52000-2009
- 82010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 41980-1989
- 01990-1999
- 62000-2009
- 22010-2019
- 12020-2022
- Bridge Condition - Deck
- 17.8%Excellent
- 13.3%Very good
- 24.4%Good
- 20.0%Satisfactory
- 17.8%Fair
- 6.7%Poor
- Bridge Condition - Superstructure
- 13.3%Excellent
- 6.7%Very good
- 31.1%Good
- 22.2%Satisfactory
- 20.0%Fair
- 6.7%Poor
- Bridge Condition - Substructure
- 15.6%Excellent
- 4.4%Very good
- 28.9%Good
- 24.4%Satisfactory
- 20.0%Fair
- 2.2%Poor
- 4.4%Serious
- Bridge Condition - Channel
- 1.8%Excellent
- 20.0%Very good
- 18.2%Good
- 40.0%Satisfactory
- 14.5%Fair
- 3.6%Poor
- 1.8%Serious
- Bridge Condition - Culverts
- 15.4%Very good
- 15.4%Good
- 53.8%Satisfactory
- 15.4%Fair
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Structure Number: 33658, Location: S 28 T 26 N R 28 W (Lat: 36.941544, Lng: -94.004894), Route carried "on" structure: State highway 97, Year Built: 2011, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 2,014 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 2,920 (year 2041), Design Load: HS 20, Features Intersected: CLEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.543, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, 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: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.42m (1.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $360,000, Roadway Improvement Cost: $36,000, Total Project Cost: $540,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 33658, Location: S 28 T 26 N R 28 W (Lat: 36.941544, Lng: -94.004894), Route carried "on" structure: State highway 97, Year Built: 2011, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 2,014 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 2,920 (year 2041), Design Load: HS 20, Features Intersected: CLEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.543, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, 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: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.42m (1.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $360,000, Roadway Improvement Cost: $36,000, Total Project Cost: $540,000 ( Estimate for 2022), 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: 35081, Location: S 35 T 46 N R 22 W (Lat: 38.715278, Lng: -93.303778), Route carried "on" structure: County highway 420, Year Built: 2015, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 680 (year 2040), Design Load: HS 20, Features Intersected: COON CR, Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.7m (61.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 35081, Location: S 35 T 46 N R 22 W (Lat: 38.715278, Lng: -93.303778), Route carried "on" structure: County highway 420, Year Built: 2015, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 680 (year 2040), Design Load: HS 20, Features Intersected: COON CR, Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.7m (61.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 35488, Location: S 24 T 45 N R 21 W (Lat: 38.662614, Lng: -93.180311), Route carried "on" structure: State highway M, Year Built: 2017, Status: Open, Structure Length: 9.44m (30.97ft), Average Daily Traffic: 2,118 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,389 (year 2041), Features Intersected: FLAT CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.410, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 35488, Location: S 24 T 45 N R 21 W (Lat: 38.662614, Lng: -93.180311), Route carried "on" structure: State highway M, Year Built: 2017, Status: Open, Structure Length: 9.44m (30.97ft), Average Daily Traffic: 2,118 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,389 (year 2041), Features Intersected: FLAT CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.410, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, 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: 36608, Location: S 21 T 45 N R 21 W (Lat: 38.667361, Lng: -93.232861), Route carried "on" structure: County highway 235, Year Built: 2020, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 340 (year 2041), Design Load: HS 20, Features Intersected: TRIB OF FLAT CR, Facility Carried by Structure: FOREST PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Good, Culverts: 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: Equal to present desirable 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, Inspection Date: Febuary 2022
Structure Number: 36608, Location: S 21 T 45 N R 21 W (Lat: 38.667361, Lng: -93.232861), Route carried "on" structure: County highway 235, Year Built: 2020, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 340 (year 2041), Design Load: HS 20, Features Intersected: TRIB OF FLAT CR, Facility Carried by Structure: FOREST PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Good, Culverts: 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: Equal to present desirable 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, Inspection Date: Febuary 2022
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Structure Number: 4489, Location: S 2 T 25 N R 12 E (Lat: 36.834442, Lng: -89.730219), Route carried "on" structure: State highway 114, Year Built: 1949, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 793 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 1,110 (year 2041), Design Load: H 20, Features Intersected: LIT RVR DRAIN DTCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.444, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.4m (60.4ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 33.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $660,000, Roadway Improvement Cost: $66,000, Total Project Cost: $990,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4489, Location: S 2 T 25 N R 12 E (Lat: 36.834442, Lng: -89.730219), Route carried "on" structure: State highway 114, Year Built: 1949, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 793 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 1,110 (year 2041), Design Load: H 20, Features Intersected: LIT RVR DRAIN DTCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.444, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.4m (60.4ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 33.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $660,000, Roadway Improvement Cost: $66,000, Total Project Cost: $990,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4525, Location: S 4 T 34 N R 3 E (Lat: 37.684808, Lng: -90.718444), Route carried "on" structure: State highway U, Year Built: 1922, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 698 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 977 (year 2041), Design Load: H 15, Features Intersected: BR E FK CEDAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.700, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.4m (24.3ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.23m (0.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $261,000, Roadway Improvement Cost: $26,000, Total Project Cost: $391,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 4525, Location: S 4 T 34 N R 3 E (Lat: 37.684808, Lng: -90.718444), Route carried "on" structure: State highway U, Year Built: 1922, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 698 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 977 (year 2041), Design Load: H 15, Features Intersected: BR E FK CEDAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.700, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.4m (24.3ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.23m (0.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $261,000, Roadway Improvement Cost: $26,000, Total Project Cost: $391,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 529, Location: S 18 T 46 N R 21 W (Lat: 38.771639, Lng: -93.270936), Route carried "on" structure: State highway H, Year Built: 1963, Year Reconstructed: 2009, Status: Open, Structure Length: 8.30m (27.23ft), Average Daily Traffic: 1,010 (year 2021), Truck Traffic: 40%, Average Future Daily Traffic: 1,616 (year 2041), Design Load: H 15, Features Intersected: MUDDY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.530, 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, Number Of Approach Spans: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 529, Location: S 18 T 46 N R 21 W (Lat: 38.771639, Lng: -93.270936), Route carried "on" structure: State highway H, Year Built: 1963, Year Reconstructed: 2009, Status: Open, Structure Length: 8.30m (27.23ft), Average Daily Traffic: 1,010 (year 2021), Truck Traffic: 40%, Average Future Daily Traffic: 1,616 (year 2041), Design Load: H 15, Features Intersected: MUDDY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.530, 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, Number Of Approach Spans: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, 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: 584, Location: S 16 T 46 N R 21 W (Lat: 38.761686, Lng: -93.225678), Route carried "on" structure: US 65, Year Built: 1964, Year Reconstructed: 2009, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 4,509 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 7,891 (year 2041), Design Load: H 20, Features Intersected: CEDAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 233.508, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, 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: 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 584, Location: S 16 T 46 N R 21 W (Lat: 38.761686, Lng: -93.225678), Route carried "on" structure: US 65, Year Built: 1964, Year Reconstructed: 2009, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 4,509 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 7,891 (year 2041), Design Load: H 20, Features Intersected: CEDAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 233.508, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, 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: 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: January 2022, 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: 6323, Location: S 3 T 45 N R 22 W (Lat: 38.701575, Lng: -93.326372), Route carried "on" structure: State highway Y, Year Built: 1953, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 6,611 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 10,578 (year 2041), Design Load: H 15, Features Intersected: COON CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.271, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $255,000 ( Estimate for 2022)
Structure Number: 6323, Location: S 3 T 45 N R 22 W (Lat: 38.701575, Lng: -93.326372), Route carried "on" structure: State highway Y, Year Built: 1953, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 6,611 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 10,578 (year 2041), Design Load: H 15, Features Intersected: COON CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.271, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $255,000 ( Estimate for 2022)
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Structure Number: 6324, Location: S 2 T 45 N R 22 W (Lat: 38.700669, Lng: -93.305869), Route carried "on" structure: State highway Y, Year Built: 1953, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 6,611 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 10,578 (year 2041), Design Load: H 15, Features Intersected: COON CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.055, 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: 3.7m (12.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $255,000 ( Estimate for 2022)
Structure Number: 6324, Location: S 2 T 45 N R 22 W (Lat: 38.700669, Lng: -93.305869), Route carried "on" structure: State highway Y, Year Built: 1953, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 6,611 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 10,578 (year 2041), Design Load: H 15, Features Intersected: COON CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.055, 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: 3.7m (12.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $255,000 ( Estimate for 2022)
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Structure Number: 6325, Location: S 1 T 45 N R 22 W (Lat: 38.700231, Lng: -93.293078), Route carried "on" structure: State highway Y, Year Built: 1953, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 6,611 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 10,578 (year 2041), Design Load: H 15, Features Intersected: COON CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.171, 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: 7.8m (25.6ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 67.5 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.13m (0.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $255,000 ( Estimate for 2022)
Structure Number: 6325, Location: S 1 T 45 N R 22 W (Lat: 38.700231, Lng: -93.293078), Route carried "on" structure: State highway Y, Year Built: 1953, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 6,611 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 10,578 (year 2041), Design Load: H 15, Features Intersected: COON CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.171, 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: 7.8m (25.6ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 67.5 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.13m (0.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $255,000 ( Estimate for 2022)
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Structure Number: 836, Location: S 33 T 46 N R 21 W (Lat: 38.723933, Lng: -93.240789), Route carried "on" structure: US 65, Year Built: 1962, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 10,299 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 15,963 (year 2041), Design Load: H 20, Features Intersected: SEWER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 238.462, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
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: January 2022
Structure Number: 836, Location: S 33 T 46 N R 21 W (Lat: 38.723933, Lng: -93.240789), Route carried "on" structure: US 65, Year Built: 1962, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 10,299 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 15,963 (year 2041), Design Load: H 20, Features Intersected: SEWER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 238.462, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
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: January 2022
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Structure Number: 837, Location: S 5 T 45 N R 21 W (Lat: 38.714994, Lng: -93.250042), Route carried "on" structure: US 65, Year Built: 1962, Year Reconstructed: 2008, Status: Open, Structure Length: 7.17m (23.52ft), Average Daily Traffic: 10,299 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 15,963 (year 2041), Design Load: H 20, Features Intersected: MOC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 239.846, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 837, Location: S 5 T 45 N R 21 W (Lat: 38.714994, Lng: -93.250042), Route carried "on" structure: US 65, Year Built: 1962, Year Reconstructed: 2008, Status: Open, Structure Length: 7.17m (23.52ft), Average Daily Traffic: 10,299 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 15,963 (year 2041), Design Load: H 20, Features Intersected: MOC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 239.846, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, 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: 838, Location: S 5 T 45 N R 21 W (Lat: 38.713803, Lng: -93.250081), Route carried "on" structure: US 65, Year Built: 1962, Status: Open, Structure Length: 4.74m (15.55ft), Average Daily Traffic: 12,414 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 19,242 (year 2041), Design Load: H 20, Features Intersected: MO 765
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 239.991, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.57m (1.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $534,000, Roadway Improvement Cost: $53,000, Total Project Cost: $801,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 838, Location: S 5 T 45 N R 21 W (Lat: 38.713803, Lng: -93.250081), Route carried "on" structure: US 65, Year Built: 1962, Status: Open, Structure Length: 4.74m (15.55ft), Average Daily Traffic: 12,414 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 19,242 (year 2041), Design Load: H 20, Features Intersected: MO 765
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 239.991, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.57m (1.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $534,000, Roadway Improvement Cost: $53,000, Total Project Cost: $801,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 839, Location: S 5 T 45 N R 21 W (Lat: 38.707961, Lng: -93.250289), Route carried "on" structure: US 65, Year Built: 1962, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 16,306 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 25,274 (year 2041), Design Load: H 20, Features Intersected: CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 240.659, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Channel: Excellent, Culverts: Fair, Operating Rating: 92.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 839, Location: S 5 T 45 N R 21 W (Lat: 38.707961, Lng: -93.250289), Route carried "on" structure: US 65, Year Built: 1962, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 16,306 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 25,274 (year 2041), Design Load: H 20, Features Intersected: CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 240.659, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Channel: Excellent, Culverts: Fair, Operating Rating: 92.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 9476, Location: S 21 T 46 N R 21 W (Lat: 38.742372, Lng: -93.237656), Route carried "on" structure: State highway H, Year Built: 1927, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,010 (year 2021), Truck Traffic: 40%, Average Future Daily Traffic: 1,616 (year 2041), Design Load: H 10, Features Intersected: SEWER BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.065, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.17m (0.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $19,000, Total Project Cost: $292,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9476, Location: S 21 T 46 N R 21 W (Lat: 38.742372, Lng: -93.237656), Route carried "on" structure: State highway H, Year Built: 1927, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,010 (year 2021), Truck Traffic: 40%, Average Future Daily Traffic: 1,616 (year 2041), Design Load: H 10, Features Intersected: SEWER BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.065, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.17m (0.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $19,000, Total Project Cost: $292,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9598, Location: S 13 T 45 N R 21 W (Lat: 38.667022, Lng: -93.185781), Route carried "on" structure: State highway M, Year Built: 1938, Year Reconstructed: 2018, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 2,118 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,389 (year 2041), Design Load: H 10, Features Intersected: BREAKFAST BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.742, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 93.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9598, Location: S 13 T 45 N R 21 W (Lat: 38.667022, Lng: -93.185781), Route carried "on" structure: State highway M, Year Built: 1938, Year Reconstructed: 2018, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 2,118 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,389 (year 2041), Design Load: H 10, Features Intersected: BREAKFAST BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.742, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 93.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 96, Location: S 30 T 45 N R 21 W (Lat: 38.640728, Lng: -93.174169), Route carried "on" structure: State highway M, Year Built: 1964, Year Reconstructed: 2018, Status: Posted for load, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 2,118 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,389 (year 2041), Design Load: H 15, Features Intersected: WALNUT CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.218, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.6 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 96, Location: S 30 T 45 N R 21 W (Lat: 38.640728, Lng: -93.174169), Route carried "on" structure: State highway M, Year Built: 1964, Year Reconstructed: 2018, Status: Posted for load, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 2,118 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,389 (year 2041), Design Load: H 15, Features Intersected: WALNUT CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.218, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.6 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 838, Location: S 5 T 45 N R 21 W (Lat: 38.713803, Lng: -93.250081), Route carried "under" structure: State highway 765, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 7,978 (year 2021), Truck Traffic: 6%, Features Intersected: MO 765, Facility Carried by Structure: US 65 S
Minimum Vertical Clearance: 6.02m (19.75ft), Kilometerpoint: 4.191, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 19.2m (63.0ft)
Structure Number: 838, Location: S 5 T 45 N R 21 W (Lat: 38.713803, Lng: -93.250081), Route carried "under" structure: State highway 765, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 7,978 (year 2021), Truck Traffic: 6%, Features Intersected: MO 765, Facility Carried by Structure: US 65 S
Minimum Vertical Clearance: 6.02m (19.75ft), Kilometerpoint: 4.191, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 19.2m (63.0ft)