Bridge Statistics for Sullivan, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 27Number of bridges
- 223ft / 67.8mTotal length
- 152,068Total average daily traffic
- 32,089Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Sullivan
- No street view available for this location
- New bridges - historical statistics
- 41950-1959
- 51960-1969
- 21970-1979
- 11980-1989
- 31990-1999
- 102000-2009
- 12010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 21970-1979
- 01980-1989
- 01990-1999
- 22000-2009
- Bridge Condition - Deck
- 18.8%Very good
- 62.5%Good
- 18.8%Satisfactory
- Bridge Condition - Superstructure
- 6.3%Excellent
- 6.3%Very good
- 43.8%Good
- 43.8%Satisfactory
- Bridge Condition - Substructure
- 18.8%Excellent
- 12.5%Very good
- 43.8%Good
- 25.0%Satisfactory
- Bridge Condition - Channel
- 6.7%Excellent
- 26.7%Good
- 53.3%Satisfactory
- 6.7%Fair
- 6.7%Poor
- Bridge Condition - Culverts
- 33.3%Good
- 33.3%Satisfactory
- 33.3%Fair
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Structure Number: 1583, Location: S 34 T 41 N R 2 W (Lat: 38.249025, Lng: -91.134878), Route carried "on" structure: ServiceState highway 44, Year Built: 1972, Year Reconstructed: 1984, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 1,037 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,970 (year 2041), Design Load: H 15, Features Intersected: WINSEL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.463, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up
Structure Number: 1583, Location: S 34 T 41 N R 2 W (Lat: 38.249025, Lng: -91.134878), Route carried "on" structure: ServiceState highway 44, Year Built: 1972, Year Reconstructed: 1984, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 1,037 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,970 (year 2041), Design Load: H 15, Features Intersected: WINSEL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.463, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up
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Structure Number: 1584, Location: S 34 T 41 N R 2 W (Lat: 38.249367, Lng: -91.135539), Route carried "on" structure: ServiceState highway 44, Year Built: 1972, Year Reconstructed: 1984, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 3,050 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 5,795 (year 2041), Design Load: H 15, Features Intersected: WINSEL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.103, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up
Structure Number: 1584, Location: S 34 T 41 N R 2 W (Lat: 38.249367, Lng: -91.135539), Route carried "on" structure: ServiceState highway 44, Year Built: 1972, Year Reconstructed: 1984, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 3,050 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 5,795 (year 2041), Design Load: H 15, Features Intersected: WINSEL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.103, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up
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Structure Number: 1734, Location: S 8 T 40 N R 2 W (Lat: 38.211911, Lng: -91.172178), Route carried "on" structure: State highway D, Year Built: 1969, Year Reconstructed: 2008, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 9,463 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 17,980 (year 2041), Design Load: H 20, Features Intersected: IS 44
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.051, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1734, Location: S 8 T 40 N R 2 W (Lat: 38.211911, Lng: -91.172178), Route carried "on" structure: State highway D, Year Built: 1969, Year Reconstructed: 2008, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 9,463 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 17,980 (year 2041), Design Load: H 20, Features Intersected: IS 44
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.051, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 17618, Location: S 11 T 38 N R 3 W (Lat: 38.028964, Lng: -91.213572), Route carried "on" structure: County highway 157, Year Built: 1999, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2041), Design Load: HS 20, Features Intersected: HUZZAH CR, Facility Carried by Structure: CAVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.598, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 17618, Location: S 11 T 38 N R 3 W (Lat: 38.028964, Lng: -91.213572), Route carried "on" structure: County highway 157, Year Built: 1999, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2041), Design Load: HS 20, Features Intersected: HUZZAH CR, Facility Carried by Structure: CAVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.598, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22171, Location: S 33 T 41 N R 2 W (Lat: 38.251972, Lng: -91.157372), Route carried "on" structure: County highway 343, Year Built: 1955, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 225 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 405 (year 2041), Features Intersected: WINSEL CR BR - SPR, Facility Carried by Structure: BACON RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.368, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22171, Location: S 33 T 41 N R 2 W (Lat: 38.251972, Lng: -91.157372), Route carried "on" structure: County highway 343, Year Built: 1955, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 225 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 405 (year 2041), Features Intersected: WINSEL CR BR - SPR, Facility Carried by Structure: BACON RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.368, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22991, Location: S 4 T 40 N R 2 W (Lat: 38.232700, Lng: -91.155406), Route carried "on" structure: County highway 385, Year Built: 1992, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,200 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 1,920 (year 2041), Features Intersected: WINSEL CR, Facility Carried by Structure: ACID MINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.5 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: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22991, Location: S 4 T 40 N R 2 W (Lat: 38.232700, Lng: -91.155406), Route carried "on" structure: County highway 385, Year Built: 1992, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,200 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 1,920 (year 2041), Features Intersected: WINSEL CR, Facility Carried by Structure: ACID MINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.5 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: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2694, Location: S 17 T 40 N R 2 W (Lat: 38.202528, Lng: -91.171939), Route carried "on" structure: State highway D, Year Built: 1984, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 2,009 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 2,813 (year 2041), Design Load: H 20, Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.510, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.4m (50.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2694, Location: S 17 T 40 N R 2 W (Lat: 38.202528, Lng: -91.171939), Route carried "on" structure: State highway D, Year Built: 1984, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 2,009 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 2,813 (year 2041), Design Load: H 20, Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.510, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.4m (50.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 28619, Location: S 35 T 40 N R 2 W (Lat: 38.158486, Lng: -91.108869), Route carried "on" structure: County highway 141, Year Built: 2002, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 15 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 18 (year 2041), Design Load: HS 20, Features Intersected: MERAMEC RVR, Facility Carried by Structure: SAPPINGTON BRG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.0 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 28619, Location: S 35 T 40 N R 2 W (Lat: 38.158486, Lng: -91.108869), Route carried "on" structure: County highway 141, Year Built: 2002, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 15 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 18 (year 2041), Design Load: HS 20, Features Intersected: MERAMEC RVR, Facility Carried by Structure: SAPPINGTON BRG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.0 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 30295, Location: S 9 T 40 N R 2 W (Lat: 38.222778, Lng: -91.146156), Route carried "on" structure: State highway 185, Year Built: 2003, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 4,487 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 8,525 (year 2041), Design Load: HS 20, Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.371, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 62.1 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: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 30295, Location: S 9 T 40 N R 2 W (Lat: 38.222778, Lng: -91.146156), Route carried "on" structure: State highway 185, Year Built: 2003, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 4,487 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 8,525 (year 2041), Design Load: HS 20, Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.371, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 62.1 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: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 31376, Location: S 33 T 41 N R 2 W (Lat: 38.248528, Lng: -91.153333), Route carried "on" structure: County highway 311, Year Built: 2006, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 1,200 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,920 (year 2041), Design Load: HS 20, Features Intersected: WINSEL CR, Facility Carried by Structure: ACID MINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 72.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 31376, Location: S 33 T 41 N R 2 W (Lat: 38.248528, Lng: -91.153333), Route carried "on" structure: County highway 311, Year Built: 2006, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 1,200 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,920 (year 2041), Design Load: HS 20, Features Intersected: WINSEL CR, Facility Carried by Structure: ACID MINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 72.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 318, Location: S 8 T 40 N R 2 W (Lat: 38.208422, Lng: -91.174794), Route carried "on" structure: State highway 185, Year Built: 2007, Status: Open, Structure Length: 9.78m (32.09ft), Average Daily Traffic: 6,334 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 12,035 (year 2041), Design Load: HS 20, Features Intersected: IS 44, RT WW, RT D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.961, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 318, Location: S 8 T 40 N R 2 W (Lat: 38.208422, Lng: -91.174794), Route carried "on" structure: State highway 185, Year Built: 2007, Status: Open, Structure Length: 9.78m (32.09ft), Average Daily Traffic: 6,334 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 12,035 (year 2041), Design Load: HS 20, Features Intersected: IS 44, RT WW, RT D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.961, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 31804, Location: S 8 T 40 N R 2 W (Lat: 38.208992, Lng: -91.171464), Route carried "on" structure: State highway 185, Year Built: 2007, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 7,670 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 14,573 (year 2041), Design Load: HS 20, Features Intersected: TRIB TO WINSEL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.340, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 95.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 31804, Location: S 8 T 40 N R 2 W (Lat: 38.208992, Lng: -91.171464), Route carried "on" structure: State highway 185, Year Built: 2007, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 7,670 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 14,573 (year 2041), Design Load: HS 20, Features Intersected: TRIB TO WINSEL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.340, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 95.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior 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: 32887, Location: S 34 T 41 N R 2 W (Lat: 38.249250, Lng: -91.135250), Route carried "on" structure: Interstate 44, Year Built: 2009, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 16,063 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 33,732 (year 2041), Features Intersected: WINSEL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.063, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 32887, Location: S 34 T 41 N R 2 W (Lat: 38.249250, Lng: -91.135250), Route carried "on" structure: Interstate 44, Year Built: 2009, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 16,063 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 33,732 (year 2041), Features Intersected: WINSEL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.063, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to 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: October 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: 35885, Location: S 31 T 41 N R 2 W (Lat: 38.250900, Lng: -91.196300), Route carried "on" structure: County highway 346, Year Built: 2019, Status: Open, Structure Length: 2.17m (7.12ft), Average Daily Traffic: 1,800 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 3,240 (year 2041), Features Intersected: SPRING CR, Facility Carried by Structure: SPRING BLUFF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.6m (67.6ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Excellent, Channel: Excellent, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.7 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 35885, Location: S 31 T 41 N R 2 W (Lat: 38.250900, Lng: -91.196300), Route carried "on" structure: County highway 346, Year Built: 2019, Status: Open, Structure Length: 2.17m (7.12ft), Average Daily Traffic: 1,800 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 3,240 (year 2041), Features Intersected: SPRING CR, Facility Carried by Structure: SPRING BLUFF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.6m (67.6ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Excellent, Channel: Excellent, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.7 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 36463, Location: S 20 T 41 N R 2 W (Lat: 38.270400, Lng: -91.168100), Route carried "on" structure: County highway 342, Year Built: 2020, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 180 (year 2041), Design Load: HS 20, Features Intersected: WINSEL CREEK, Facility Carried by Structure: RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 99.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 76.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 36463, Location: S 20 T 41 N R 2 W (Lat: 38.270400, Lng: -91.168100), Route carried "on" structure: County highway 342, Year Built: 2020, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 180 (year 2041), Design Load: HS 20, Features Intersected: WINSEL CREEK, Facility Carried by Structure: RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 99.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 76.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4015, Location: S 27 T 40 N R 2 W (Lat: 38.177028, Lng: -91.138142), Route carried "on" structure: State highway D, Year Built: 1993, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 335 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 469 (year 2041), Design Load: HS 20, Features Intersected: STATE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.755, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.0m (65.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4015, Location: S 27 T 40 N R 2 W (Lat: 38.177028, Lng: -91.138142), Route carried "on" structure: State highway D, Year Built: 1993, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 335 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 469 (year 2041), Design Load: HS 20, Features Intersected: STATE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.755, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.0m (65.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: October 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: 6342, Location: S 34 T 41 N R 2 W (Lat: 38.249172, Lng: -91.135111), Route carried "on" structure: Interstate 44, Year Built: 1953, Year Reconstructed: 2009, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 15,267 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 32,061 (year 2041), Design Load: HS 20, Features Intersected: WINSEL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 366.677, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Inventory Rating: 68.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6342, Location: S 34 T 41 N R 2 W (Lat: 38.249172, Lng: -91.135111), Route carried "on" structure: Interstate 44, Year Built: 1953, Year Reconstructed: 2009, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 15,267 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 32,061 (year 2041), Design Load: HS 20, Features Intersected: WINSEL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 366.677, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Inventory Rating: 68.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 7124, Location: S 5 T 40 N R 2 W (Lat: 38.226436, Lng: -91.168722), Route carried "on" structure: State highway AF, Year Built: 1958, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 677 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 1,286 (year 2041), Design Load: H 10, Features Intersected: WINSEL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.213, 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: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 7124, Location: S 5 T 40 N R 2 W (Lat: 38.226436, Lng: -91.168722), Route carried "on" structure: State highway AF, Year Built: 1958, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 677 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 1,286 (year 2041), Design Load: H 10, Features Intersected: WINSEL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.213, 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: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 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 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: 7909, Location: S 22 T 41 N R 2 W (Lat: 38.278850, Lng: -91.127636), Route carried "on" structure: State highway JJ, Year Built: 1955, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 815 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 1,549 (year 2041), Design Load: H 10, Features Intersected: LOLLAR BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.554, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 7909, Location: S 22 T 41 N R 2 W (Lat: 38.278850, Lng: -91.127636), Route carried "on" structure: State highway JJ, Year Built: 1955, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 815 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 1,549 (year 2041), Design Load: H 10, Features Intersected: LOLLAR BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.554, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 1734, Location: S 8 T 40 N R 2 W (Lat: 38.211911, Lng: -91.172178), Route carried "under" structure: Interstate 44, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 8,163 (year 2021), Truck Traffic: 35%, Features Intersected: IS 44, Facility Carried by Structure: RT D S
Minimum Vertical Clearance: 4.99m (16.37ft), Kilometerpoint: 361.401, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 1734, Location: S 8 T 40 N R 2 W (Lat: 38.211911, Lng: -91.172178), Route carried "under" structure: Interstate 44, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 8,163 (year 2021), Truck Traffic: 35%, Features Intersected: IS 44, Facility Carried by Structure: RT D S
Minimum Vertical Clearance: 4.99m (16.37ft), Kilometerpoint: 361.401, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 1734, Location: S 8 T 40 N R 2 W (Lat: 38.211911, Lng: -91.172178), Route carried "under" structure: Interstate 44, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 13,065 (year 2021), Truck Traffic: 35%, Features Intersected: IS 44, Facility Carried by Structure: RT D S
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 110.367, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 1734, Location: S 8 T 40 N R 2 W (Lat: 38.211911, Lng: -91.172178), Route carried "under" structure: Interstate 44, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 13,065 (year 2021), Truck Traffic: 35%, Features Intersected: IS 44, Facility Carried by Structure: RT D S
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 110.367, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 1735, Location: S 4 T 40 N R 2 W (Lat: 38.224844, Lng: -91.155583), Route carried "under" structure: Interstate 44, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 13,968 (year 2021), Truck Traffic: 35%, Features Intersected: IS 44, Facility Carried by Structure: RT AF S
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 363.444, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 1735, Location: S 4 T 40 N R 2 W (Lat: 38.224844, Lng: -91.155583), Route carried "under" structure: Interstate 44, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 13,968 (year 2021), Truck Traffic: 35%, Features Intersected: IS 44, Facility Carried by Structure: RT AF S
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 363.444, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 1735, Location: S 4 T 40 N R 2 W (Lat: 38.224844, Lng: -91.155583), Route carried "under" structure: Interstate 44, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 16,063 (year 2021), Truck Traffic: 19%, Features Intersected: IS 44, Facility Carried by Structure: RT AF S
Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 108.322, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 1735, Location: S 4 T 40 N R 2 W (Lat: 38.224844, Lng: -91.155583), Route carried "under" structure: Interstate 44, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 16,063 (year 2021), Truck Traffic: 19%, Features Intersected: IS 44, Facility Carried by Structure: RT AF S
Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 108.322, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 318, Location: S 8 T 40 N R 2 W (Lat: 38.208422, Lng: -91.174794), Route carried "under" structure: Interstate 44, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 8,163 (year 2021), Truck Traffic: 35%, Features Intersected: IS 44, Facility Carried by Structure: MO 185 S
Minimum Vertical Clearance: 5.17m (16.96ft), Kilometerpoint: 110.826, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 318, Location: S 8 T 40 N R 2 W (Lat: 38.208422, Lng: -91.174794), Route carried "under" structure: Interstate 44, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 8,163 (year 2021), Truck Traffic: 35%, Features Intersected: IS 44, Facility Carried by Structure: MO 185 S
Minimum Vertical Clearance: 5.17m (16.96ft), Kilometerpoint: 110.826, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
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Structure Number: 318, Location: S 8 T 40 N R 2 W (Lat: 38.208422, Lng: -91.174794), Route carried "under" structure: Interstate 44, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 8,163 (year 2021), Truck Traffic: 35%, Features Intersected: IS 44, Facility Carried by Structure: MO 185 S
Minimum Vertical Clearance: 5.40m (17.72ft), Kilometerpoint: 360.957, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 318, Location: S 8 T 40 N R 2 W (Lat: 38.208422, Lng: -91.174794), Route carried "under" structure: Interstate 44, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 8,163 (year 2021), Truck Traffic: 35%, Features Intersected: IS 44, Facility Carried by Structure: MO 185 S
Minimum Vertical Clearance: 5.40m (17.72ft), Kilometerpoint: 360.957, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
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Structure Number: 318, Location: S 8 T 40 N R 2 W (Lat: 38.208422, Lng: -91.174794), Route carried "under" structure: State highway WW, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 5,920 (year 2021), Truck Traffic: 10%, Features Intersected: RT WW, Facility Carried by Structure: MO 185 S
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.837, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 318, Location: S 8 T 40 N R 2 W (Lat: 38.208422, Lng: -91.174794), Route carried "under" structure: State highway WW, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 5,920 (year 2021), Truck Traffic: 10%, Features Intersected: RT WW, Facility Carried by Structure: MO 185 S
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.837, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
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Structure Number: 318, Location: S 8 T 40 N R 2 W (Lat: 38.208422, Lng: -91.174794), Route carried "under" structure: State highway D, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 6,716 (year 2021), Truck Traffic: 8%, Features Intersected: RT D, Facility Carried by Structure: MO 185 S
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 0.634, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 318, Location: S 8 T 40 N R 2 W (Lat: 38.208422, Lng: -91.174794), Route carried "under" structure: State highway D, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 6,716 (year 2021), Truck Traffic: 8%, Features Intersected: RT D, Facility Carried by Structure: MO 185 S
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 0.634, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)