Bridge Statistics for Boonville, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 30Number of bridges
- 492ft / 150mTotal length
- $926,000Total costs
- 162,695Total average daily traffic
- 42,933Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Boonville
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11930-1939
- 91950-1959
- 21960-1969
- 31980-1989
- 41990-1999
- 52000-2009
- 42010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 21980-1989
- 01990-1999
- 22000-2009
- Bridge Condition - Deck
- 41.2%Very good
- 35.3%Good
- 17.6%Satisfactory
- 5.9%Serious
- Bridge Condition - Superstructure
- 35.3%Very good
- 29.4%Good
- 23.5%Satisfactory
- 11.8%Fair
- Bridge Condition - Substructure
- 17.6%Excellent
- 17.6%Very good
- 47.1%Good
- 11.8%Satisfactory
- 5.9%Fair
- Bridge Condition - Channel
- 6.3%Very good
- 81.3%Satisfactory
- 12.5%Fair
- Bridge Condition - Culverts
- 25.0%Very good
- 50.0%Good
- 25.0%Fair
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Structure Number: 103, Location: S 9 T 48 N R 17 W (Lat: 38.935722, Lng: -92.776269), Route carried "on" structure: State highway 5, Year Built: 1958, Year Reconstructed: 2009, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 8,424 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 13,057 (year 2041), Design Load: H 20, Features Intersected: IS 70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 239.265, Lanes on structure: 2, Lanes under structure: 4, 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: 4, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 103, Location: S 9 T 48 N R 17 W (Lat: 38.935722, Lng: -92.776269), Route carried "on" structure: State highway 5, Year Built: 1958, Year Reconstructed: 2009, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 8,424 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 13,057 (year 2041), Design Load: H 20, Features Intersected: IS 70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 239.265, Lanes on structure: 2, Lanes under structure: 4, 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: 4, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 13371, Location: S 23 T 48 N R 17 W (Lat: 38.915556, Lng: -92.751944), Route carried "on" structure: County highway 36, Year Built: 1965, Year Reconstructed: 1987, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 750 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 975 (year 2039), Features Intersected: BR OF PETITE SALIN, Facility Carried by Structure: BILLINGSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.150, 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: 13.4m (44.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Very good, Channel: Satisfactory, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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: 0.22m (0.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $238,000, Roadway Improvement Cost: $24,000, Total Project Cost: $356,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 13371, Location: S 23 T 48 N R 17 W (Lat: 38.915556, Lng: -92.751944), Route carried "on" structure: County highway 36, Year Built: 1965, Year Reconstructed: 1987, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 750 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 975 (year 2039), Features Intersected: BR OF PETITE SALIN, Facility Carried by Structure: BILLINGSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.150, 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: 13.4m (44.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Very good, Channel: Satisfactory, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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: 0.22m (0.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $238,000, Roadway Improvement Cost: $24,000, Total Project Cost: $356,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 13535, Location: S 19 T 48 N R 17 W (Lat: 38.913528, Lng: -92.819972), Route carried "on" structure: County highway 41, Year Built: 1994, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 65 (year 2039), Features Intersected: BR OF PETITE SALIN, Facility Carried by Structure: FAIR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, 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: 14.9m (48.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13535, Location: S 19 T 48 N R 17 W (Lat: 38.913528, Lng: -92.819972), Route carried "on" structure: County highway 41, Year Built: 1994, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 65 (year 2039), Features Intersected: BR OF PETITE SALIN, Facility Carried by Structure: FAIR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, 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: 14.9m (48.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13724, Location: S 10 T 48 N R 17 W (Lat: 38.948361, Lng: -92.775167), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,350 (year 2039), Features Intersected: KATY TRAIL, Facility Carried by Structure: SPORTSMANS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Culverts: Very good, Structural Evaluation: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 13724, Location: S 10 T 48 N R 17 W (Lat: 38.948361, Lng: -92.775167), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,350 (year 2039), Features Intersected: KATY TRAIL, Facility Carried by Structure: SPORTSMANS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Culverts: Very good, Structural Evaluation: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 16917, Location: S 28 T 48 N R 17 W (Lat: 38.895500, Lng: -92.794667), Route carried "on" structure: County highway 137, Year Built: 1988, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 65 (year 2039), Design Load: HS 20, Features Intersected: PETITE SALINE CR, Facility Carried by Structure: SPEED DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 16917, Location: S 28 T 48 N R 17 W (Lat: 38.895500, Lng: -92.794667), Route carried "on" structure: County highway 137, Year Built: 1988, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 65 (year 2039), Design Load: HS 20, Features Intersected: PETITE SALINE CR, Facility Carried by Structure: SPEED DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 16989, Location: S 27 T 48 N R 17 W (Lat: 38.891500, Lng: -92.764194), Route carried "on" structure: County highway 139, Year Built: 1914, Year Reconstructed: 1984, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 60 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 78 (year 2039), Features Intersected: TRIB TO PETITE SAL, Facility Carried by Structure: OLD CONCORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, 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: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 16989, Location: S 27 T 48 N R 17 W (Lat: 38.891500, Lng: -92.764194), Route carried "on" structure: County highway 139, Year Built: 1914, Year Reconstructed: 1984, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 60 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 78 (year 2039), Features Intersected: TRIB TO PETITE SAL, Facility Carried by Structure: OLD CONCORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, 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: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 174, Location: S 31 T 49 N R 25 W (Lat: 38.995892, Lng: -93.717381), Route carried "on" structure: Interstate 70, Year Built: 1963, Year Reconstructed: 1987, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 12,882 (year 2021), Truck Traffic: 43%, Average Future Daily Traffic: 23,832 (year 2041), Design Load: HS 20+Mod, Features Intersected: DAVIS CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.113, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 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 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: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 174, Location: S 31 T 49 N R 25 W (Lat: 38.995892, Lng: -93.717381), Route carried "on" structure: Interstate 70, Year Built: 1963, Year Reconstructed: 1987, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 12,882 (year 2021), Truck Traffic: 43%, Average Future Daily Traffic: 23,832 (year 2041), Design Load: HS 20+Mod, Features Intersected: DAVIS CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.113, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 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 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: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 2217, Location: S 9 T 48 N R 17 W (Lat: 38.941778, Lng: -92.794889), Route carried "on" structure: County highway 343, Year Built: 1930, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,300 (year 2039), Features Intersected: THOMAS BR, Facility Carried by Structure: OLD HWY 40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 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: 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: December 2021
Structure Number: 2217, Location: S 9 T 48 N R 17 W (Lat: 38.941778, Lng: -92.794889), Route carried "on" structure: County highway 343, Year Built: 1930, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,300 (year 2039), Features Intersected: THOMAS BR, Facility Carried by Structure: OLD HWY 40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 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: 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: December 2021
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Structure Number: 28514, Location: S 6 T 48 N R 17 W (Lat: 38.958861, Lng: -92.820361), Route carried "on" structure: County highway 30, Year Built: 2000, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 130 (year 2039), Design Load: HS 20, Features Intersected: UNKNOWN CREEK, Facility Carried by Structure: FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 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: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 28514, Location: S 6 T 48 N R 17 W (Lat: 38.958861, Lng: -92.820361), Route carried "on" structure: County highway 30, Year Built: 2000, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 130 (year 2039), Design Load: HS 20, Features Intersected: UNKNOWN CREEK, Facility Carried by Structure: FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 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: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 28562, Location: S 17 T 48 N R 16 W (Lat: 38.926639, Lng: -92.701444), Route carried "on" structure: County highway 47, Year Built: 1999, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 25 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 33 (year 2039), Features Intersected: UNKNOWN BRANCH, Facility Carried by Structure: DEBO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.1 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: 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 28562, Location: S 17 T 48 N R 16 W (Lat: 38.926639, Lng: -92.701444), Route carried "on" structure: County highway 47, Year Built: 1999, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 25 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 33 (year 2039), Features Intersected: UNKNOWN BRANCH, Facility Carried by Structure: DEBO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.1 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: 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 28789, Location: S 36 T 49 N R 17 W (Lat: 38.972444, Lng: -92.721639), Route carried "on" structure: County highway 48, Year Built: 2000, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 25 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 33 (year 2039), Design Load: HS 20, Features Intersected: LILLY BR, Facility Carried by Structure: ROCHEPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 28789, Location: S 36 T 49 N R 17 W (Lat: 38.972444, Lng: -92.721639), Route carried "on" structure: County highway 48, Year Built: 2000, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 25 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 33 (year 2039), Design Load: HS 20, Features Intersected: LILLY BR, Facility Carried by Structure: ROCHEPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 29468, Location: S 36 T 48 N R 17 W (Lat: 38.891306, Lng: -92.752139), Route carried "on" structure: County highway 24, Year Built: 2001, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 65 (year 2039), Features Intersected: BR OF PETITE SALIN, Facility Carried by Structure: OLD CONCORD RD
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: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 29468, Location: S 36 T 48 N R 17 W (Lat: 38.891306, Lng: -92.752139), Route carried "on" structure: County highway 24, Year Built: 2001, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 65 (year 2039), Features Intersected: BR OF PETITE SALIN, Facility Carried by Structure: OLD CONCORD RD
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: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3147, Location: S 3 T 52 N R 31 W (Lat: 39.340708, Lng: -94.360486), Route carried "on" structure: State highway 33, Year Built: 1980, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 6,917 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 11,067 (year 2041), Design Load: H 20, Features Intersected: FISHING RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.094, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 13.9m (45.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 60.3 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: 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3147, Location: S 3 T 52 N R 31 W (Lat: 39.340708, Lng: -94.360486), Route carried "on" structure: State highway 33, Year Built: 1980, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 6,917 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 11,067 (year 2041), Design Load: H 20, Features Intersected: FISHING RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.094, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 13.9m (45.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 60.3 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: 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3159, Location: S 19 T 48 N R 17 W (Lat: 38.919575, Lng: -92.824092), Route carried "on" structure: County highway 39, Year Built: 2005, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 65 (year 2039), Features Intersected: BR OF PETITE SALIN, Facility Carried by Structure: PRAIRIE LICK RD
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: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 3159, Location: S 19 T 48 N R 17 W (Lat: 38.919575, Lng: -92.824092), Route carried "on" structure: County highway 39, Year Built: 2005, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 65 (year 2039), Features Intersected: BR OF PETITE SALIN, Facility Carried by Structure: PRAIRIE LICK RD
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: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 33233, Location: S 11 T 48 N R 17 W (Lat: 38.936447, Lng: -92.743578), Route carried "on" structure: State highway B, Year Built: 2010, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 7,657 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 11,868 (year 2041), Design Load: HS 20, Features Intersected: IS 70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.401, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 33233, Location: S 11 T 48 N R 17 W (Lat: 38.936447, Lng: -92.743578), Route carried "on" structure: State highway B, Year Built: 2010, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 7,657 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 11,868 (year 2041), Design Load: HS 20, Features Intersected: IS 70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.401, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 3404, Location: S 4 T 48 N R 17 W (Lat: 38.957778, Lng: -92.788556), Route carried "on" structure: County highway 30, Year Built: 2012, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 40 (year 2019), Truck Traffic: 25%, Average Future Daily Traffic: 52 (year 2039), Design Load: HS 20, Features Intersected: THOMAS BR, Facility Carried by Structure: SANTA FE TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.955, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 71.1 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 desirable 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3404, Location: S 4 T 48 N R 17 W (Lat: 38.957778, Lng: -92.788556), Route carried "on" structure: County highway 30, Year Built: 2012, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 40 (year 2019), Truck Traffic: 25%, Average Future Daily Traffic: 52 (year 2039), Design Load: HS 20, Features Intersected: THOMAS BR, Facility Carried by Structure: SANTA FE TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.955, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 71.1 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 desirable 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3569, Location: S 29 T 48 N R 17 W (Lat: 38.901050, Lng: -92.803150), Route carried "on" structure: State highway 5, Year Built: 1985, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 1,489 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 2,308 (year 2041), Design Load: HS 20, Features Intersected: PETITE SALINE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 243.935, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.2m (69.6ft), 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: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3569, Location: S 29 T 48 N R 17 W (Lat: 38.901050, Lng: -92.803150), Route carried "on" structure: State highway 5, Year Built: 1985, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 1,489 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 2,308 (year 2041), Design Load: HS 20, Features Intersected: PETITE SALINE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 243.935, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.2m (69.6ft), 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: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 36406, Location: S 26 T 48 N R 17 W (Lat: 38.901389, Lng: -92.758611), Route carried "on" structure: County highway 140, Year Built: 2020, Status: Open, Structure Length: 4.16m (13.65ft), Average Daily Traffic: 40 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 52 (year 2040), Features Intersected: PETITE SALINE CR, Facility Carried by Structure: OSAGE VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.6m (133.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 82.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 36406, Location: S 26 T 48 N R 17 W (Lat: 38.901389, Lng: -92.758611), Route carried "on" structure: County highway 140, Year Built: 2020, Status: Open, Structure Length: 4.16m (13.65ft), Average Daily Traffic: 40 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 52 (year 2040), Features Intersected: PETITE SALINE CR, Facility Carried by Structure: OSAGE VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.6m (133.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 82.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3745, Location: S 8 T 48 N R 16 W (Lat: 38.981550, Lng: -92.746225), Route carried "on" structure: US 40, Year Built: 1995, Status: Open, Structure Length: 75.53m (247.80ft), Average Daily Traffic: 6,301 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 9,767 (year 2041), Design Load: HS 20+Mod, Features Intersected: MISSOURI RVR, CST WATER,
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 172.002, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Navigation Control: Yes ( Vertical Clearance: 18.2m (59.7ft), Horizontal Clearance: 121.9m (399.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 9, Length of Maximum Span: 129.5m (424.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 64.8 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2022, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3745, Location: S 8 T 48 N R 16 W (Lat: 38.981550, Lng: -92.746225), Route carried "on" structure: US 40, Year Built: 1995, Status: Open, Structure Length: 75.53m (247.80ft), Average Daily Traffic: 6,301 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 9,767 (year 2041), Design Load: HS 20+Mod, Features Intersected: MISSOURI RVR, CST WATER,
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 172.002, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Navigation Control: Yes ( Vertical Clearance: 18.2m (59.7ft), Horizontal Clearance: 121.9m (399.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 9, Length of Maximum Span: 129.5m (424.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 64.8 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2022, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6613, Location: S 12 T 48 N R 18 W (Lat: 38.935150, Lng: -92.846603), Route carried "on" structure: State highway 41, Year Built: 1958, Year Reconstructed: 2009, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 1,359 (year 2021), Truck Traffic: 27%, Average Future Daily Traffic: 1,835 (year 2041), Design Load: H 15, Features Intersected: IS 70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 73.916, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.3m (30.5ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.9 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6613, Location: S 12 T 48 N R 18 W (Lat: 38.935150, Lng: -92.846603), Route carried "on" structure: State highway 41, Year Built: 1958, Year Reconstructed: 2009, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 1,359 (year 2021), Truck Traffic: 27%, Average Future Daily Traffic: 1,835 (year 2041), Design Load: H 15, Features Intersected: IS 70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 73.916, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.3m (30.5ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.9 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 6614, Location: S 17 T 48 N R 17 W (Lat: 38.935158, Lng: -92.813928), Route carried "on" structure: County highway , Year Built: 1958, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 210 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 284 (year 2041), Design Load: H 15, Features Intersected: IS 70, Facility Carried by Structure: DUNKLES DR S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.231, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Good, Operating Rating: 32.4 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.71m (2.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $380,000, Roadway Improvement Cost: $38,000, Total Project Cost: $570,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6614, Location: S 17 T 48 N R 17 W (Lat: 38.935158, Lng: -92.813928), Route carried "on" structure: County highway , Year Built: 1958, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 210 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 284 (year 2041), Design Load: H 15, Features Intersected: IS 70, Facility Carried by Structure: DUNKLES DR S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.231, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Good, Operating Rating: 32.4 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.71m (2.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $380,000, Roadway Improvement Cost: $38,000, Total Project Cost: $570,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 103, Location: S 9 T 48 N R 17 W (Lat: 38.935722, Lng: -92.776269), Route carried "under" structure: Interstate 70, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 15,948 (year 2021), Truck Traffic: 24%, Features Intersected: IS 70, Facility Carried by Structure: MO 5 S
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 163.804, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 103, Location: S 9 T 48 N R 17 W (Lat: 38.935722, Lng: -92.776269), Route carried "under" structure: Interstate 70, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 15,948 (year 2021), Truck Traffic: 24%, Features Intersected: IS 70, Facility Carried by Structure: MO 5 S
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 163.804, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
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Structure Number: 103, Location: S 9 T 48 N R 17 W (Lat: 38.935722, Lng: -92.776269), Route carried "under" structure: Interstate 70, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 12,414 (year 2021), Truck Traffic: 40%, Features Intersected: IS 70, Facility Carried by Structure: MO 5 S
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 238.510, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 103, Location: S 9 T 48 N R 17 W (Lat: 38.935722, Lng: -92.776269), Route carried "under" structure: Interstate 70, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 12,414 (year 2021), Truck Traffic: 40%, Features Intersected: IS 70, Facility Carried by Structure: MO 5 S
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 238.510, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
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Structure Number: 33233, Location: S 11 T 48 N R 17 W (Lat: 38.936447, Lng: -92.743578), Route carried "under" structure: Interstate 70, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 13,020 (year 2021), Truck Traffic: 38%, Features Intersected: IS 70, Facility Carried by Structure: RT B S
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 166.653, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 33233, Location: S 11 T 48 N R 17 W (Lat: 38.936447, Lng: -92.743578), Route carried "under" structure: Interstate 70, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 13,020 (year 2021), Truck Traffic: 38%, Features Intersected: IS 70, Facility Carried by Structure: RT B S
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 166.653, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 33233, Location: S 11 T 48 N R 17 W (Lat: 38.936447, Lng: -92.743578), Route carried "under" structure: Interstate 70, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 17,977 (year 2021), Truck Traffic: 40%, Features Intersected: IS 70, Facility Carried by Structure: RT B S
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 235.681, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 33233, Location: S 11 T 48 N R 17 W (Lat: 38.936447, Lng: -92.743578), Route carried "under" structure: Interstate 70, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 17,977 (year 2021), Truck Traffic: 40%, Features Intersected: IS 70, Facility Carried by Structure: RT B S
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 235.681, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 3745, Location: S 8 T 48 N R 16 W (Lat: 38.981550, Lng: -92.746225), Route carried "under" structure: City street , Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 118 (year 2021), Truck Traffic: 5%, Features Intersected: CST WATER ST, Facility Carried by Structure: US 40 E
Minimum Vertical Clearance: 11.23m (36.84ft), Kilometerpoint: 0.166, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 129.5m (424.9ft)
Structure Number: 3745, Location: S 8 T 48 N R 16 W (Lat: 38.981550, Lng: -92.746225), Route carried "under" structure: City street , Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 118 (year 2021), Truck Traffic: 5%, Features Intersected: CST WATER ST, Facility Carried by Structure: US 40 E
Minimum Vertical Clearance: 11.23m (36.84ft), Kilometerpoint: 0.166, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 129.5m (424.9ft)
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Structure Number: 6613, Location: S 12 T 48 N R 18 W (Lat: 38.935150, Lng: -92.846603), Route carried "under" structure: Interstate 70, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 12,973 (year 2021), Truck Traffic: 24%, Features Intersected: IS 70, Facility Carried by Structure: MO 41 S
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 157.719, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft)
Structure Number: 6613, Location: S 12 T 48 N R 18 W (Lat: 38.935150, Lng: -92.846603), Route carried "under" structure: Interstate 70, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 12,973 (year 2021), Truck Traffic: 24%, Features Intersected: IS 70, Facility Carried by Structure: MO 41 S
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 157.719, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft)
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Structure Number: 6613, Location: S 12 T 48 N R 18 W (Lat: 38.935150, Lng: -92.846603), Route carried "under" structure: Interstate 70, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 12,909 (year 2021), Truck Traffic: 24%, Features Intersected: IS 70, Facility Carried by Structure: MO 41 S
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 244.614, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft)
Structure Number: 6613, Location: S 12 T 48 N R 18 W (Lat: 38.935150, Lng: -92.846603), Route carried "under" structure: Interstate 70, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 12,909 (year 2021), Truck Traffic: 24%, Features Intersected: IS 70, Facility Carried by Structure: MO 41 S
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 244.614, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft)
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Structure Number: 6614, Location: S 17 T 48 N R 17 W (Lat: 38.935158, Lng: -92.813928), Route carried "under" structure: Interstate 70, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 12,909 (year 2021), Truck Traffic: 24%, Features Intersected: IS 70, Facility Carried by Structure: DUNKLES DR S
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 241.780, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft)
Structure Number: 6614, Location: S 17 T 48 N R 17 W (Lat: 38.935158, Lng: -92.813928), Route carried "under" structure: Interstate 70, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 12,909 (year 2021), Truck Traffic: 24%, Features Intersected: IS 70, Facility Carried by Structure: DUNKLES DR S
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 241.780, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft)
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Structure Number: 6614, Location: S 17 T 48 N R 17 W (Lat: 38.935158, Lng: -92.813928), Route carried "under" structure: Interstate 70, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 15,948 (year 2021), Truck Traffic: 24%, Features Intersected: IS 70, Facility Carried by Structure: DUNKLES DR S
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 160.552, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft)
Structure Number: 6614, Location: S 17 T 48 N R 17 W (Lat: 38.935158, Lng: -92.813928), Route carried "under" structure: Interstate 70, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 15,948 (year 2021), Truck Traffic: 24%, Features Intersected: IS 70, Facility Carried by Structure: DUNKLES DR S
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 160.552, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft)