Bridge Statistics for St. Charles, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 114Number of bridges
- 3,163ft / 964mTotal length
- $169,631,000Total costs
- 2,331,661Total average daily traffic
- 214,382Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for St. Charles
- No street view available for this location
- New bridges - historical statistics
- 41950-1959
- 41960-1969
- 71970-1979
- 61980-1989
- 361990-1999
- 402000-2009
- 132010-2019
- 42020-2022
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 31970-1979
- 01980-1989
- 21990-1999
- 32000-2009
- Bridge Condition - Deck
- 8.3%Very good
- 50.0%Good
- 41.7%Satisfactory
- Bridge Condition - Superstructure
- 6.3%Very good
- 60.4%Good
- 18.8%Satisfactory
- 14.6%Fair
- Bridge Condition - Substructure
- 6.3%Very good
- 54.2%Good
- 31.3%Satisfactory
- 8.3%Fair
- Bridge Condition - Channel
- 3.8%Excellent
- 15.4%Very good
- 23.1%Good
- 21.2%Satisfactory
- 32.7%Fair
- 3.8%Poor
- Bridge Condition - Culverts
- 6.7%Excellent
- 3.3%Very good
- 10.0%Good
- 53.3%Satisfactory
- 23.3%Fair
- 3.3%Poor
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Structure Number: 11911, Location: S 3280 T 46 N R 4 E (Lat: 38.781772, Lng: -90.519450), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 10.64m (34.91ft), Average Daily Traffic: 6,898 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 13,451 (year 2041), Design Load: HS 20, Features Intersected: OR 70, IS 70, Facility Carried by Structure: HAWKS NEST DR E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.970, Lanes on structure: 2, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.5m (93.5ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, 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: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11911, Location: S 3280 T 46 N R 4 E (Lat: 38.781772, Lng: -90.519450), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 10.64m (34.91ft), Average Daily Traffic: 6,898 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 13,451 (year 2041), Design Load: HS 20, Features Intersected: OR 70, IS 70, Facility Carried by Structure: HAWKS NEST DR E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.970, Lanes on structure: 2, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.5m (93.5ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, 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: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 12057, Location: S 13 T 46 N R 4 E (Lat: 38.734794, Lng: -90.520931), Route carried "on" structure: State highway 364, Year Built: 1999, Status: Open, Structure Length: 98.69m (323.79ft), Average Daily Traffic: 36,954 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 62,822 (year 2041), Design Load: HS 20+Mod, Features Intersected: MISSOURI RVR
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 24.901, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 19.3m (63.3ft), Horizontal Clearance: 184.1m (604.0ft)), Material/Design: Steel, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 16, Length of Maximum Span: 188.0m (616.8ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2020, Underwater Inspection Date: July 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12057, Location: S 13 T 46 N R 4 E (Lat: 38.734794, Lng: -90.520931), Route carried "on" structure: State highway 364, Year Built: 1999, Status: Open, Structure Length: 98.69m (323.79ft), Average Daily Traffic: 36,954 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 62,822 (year 2041), Design Load: HS 20+Mod, Features Intersected: MISSOURI RVR
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 24.901, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 19.3m (63.3ft), Horizontal Clearance: 184.1m (604.0ft)), Material/Design: Steel, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 16, Length of Maximum Span: 188.0m (616.8ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2020, Underwater Inspection Date: July 2017, 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: 12072, Location: S 11 T 46 N R 4 E (Lat: 38.754344, Lng: -90.547083), Route carried "on" structure: State highway 94, Year Built: 2000, Status: Open, Structure Length: 17.43m (57.19ft), Average Daily Traffic: 23,082 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 41,548 (year 2041), Design Load: HS 20+Mod, Features Intersected: RP MO364W TO NOR94W, MO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 173.484, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 60.5m (198.5ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 48.6 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12072, Location: S 11 T 46 N R 4 E (Lat: 38.754344, Lng: -90.547083), Route carried "on" structure: State highway 94, Year Built: 2000, Status: Open, Structure Length: 17.43m (57.19ft), Average Daily Traffic: 23,082 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 41,548 (year 2041), Design Load: HS 20+Mod, Features Intersected: RP MO364W TO NOR94W, MO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 173.484, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 60.5m (198.5ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 48.6 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 12121, Location: S 1198 T 46 N R 4 E (Lat: 38.754856, Lng: -90.547881), Route carried "on" structure: State highway 94, Year Built: 2001, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 21,275 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 38,295 (year 2041), Design Load: HS 20+Mod, Features Intersected: RP MO364W TO NOR94W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.775, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 63.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12121, Location: S 1198 T 46 N R 4 E (Lat: 38.754856, Lng: -90.547881), Route carried "on" structure: State highway 94, Year Built: 2001, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 21,275 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 38,295 (year 2041), Design Load: HS 20+Mod, Features Intersected: RP MO364W TO NOR94W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.775, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 63.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 12133, Location: S 119 T 46 N R 4 E (Lat: 38.743842, Lng: -90.529736), Route carried "on" structure: State highway 364, Year Built: 2001, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 36,954 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 62,822 (year 2041), Design Load: HS 20+Mod, Features Intersected: CRD ARENA PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.068, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12133, Location: S 119 T 46 N R 4 E (Lat: 38.743842, Lng: -90.529736), Route carried "on" structure: State highway 364, Year Built: 2001, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 36,954 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 62,822 (year 2041), Design Load: HS 20+Mod, Features Intersected: CRD ARENA PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.068, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 12134, Location: S 1198 T 46 N R 4 E (Lat: 38.744025, Lng: -90.529503), Route carried "on" structure: State highway 364, Year Built: 2001, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 40,135 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 68,230 (year 2041), Design Load: HS 20+Mod, Features Intersected: CRD ARENA PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.248, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12134, Location: S 1198 T 46 N R 4 E (Lat: 38.744025, Lng: -90.529503), Route carried "on" structure: State highway 364, Year Built: 2001, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 40,135 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 68,230 (year 2041), Design Load: HS 20+Mod, Features Intersected: CRD ARENA PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.248, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 12137, Location: S 1198 T 46 N R 4 E (Lat: 38.753272, Lng: -90.542633), Route carried "on" structure: Ramp State highway , Year Built: 2001, Status: Open, Structure Length: 13.38m (43.90ft), Average Daily Traffic: 3,317 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 5,639 (year 2041), Design Load: HS 20+Mod, Features Intersected: MO 364, Facility Carried by Structure: RP MO94W TO MO364E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.980, Lanes on structure: 2, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12137, Location: S 1198 T 46 N R 4 E (Lat: 38.753272, Lng: -90.542633), Route carried "on" structure: Ramp State highway , Year Built: 2001, Status: Open, Structure Length: 13.38m (43.90ft), Average Daily Traffic: 3,317 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 5,639 (year 2041), Design Load: HS 20+Mod, Features Intersected: MO 364, Facility Carried by Structure: RP MO94W TO MO364E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.980, Lanes on structure: 2, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 12139, Location: S 1198 T 46 N R 4 E (Lat: 38.756747, Lng: -90.542689), Route carried "on" structure: Ramp State highway , Year Built: 2001, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 3,317 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 5,639 (year 2041), Design Load: HS 20+Mod, Features Intersected: MO 94, Facility Carried by Structure: RP MO94W TO MO364E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.602, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12139, Location: S 1198 T 46 N R 4 E (Lat: 38.756747, Lng: -90.542689), Route carried "on" structure: Ramp State highway , Year Built: 2001, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 3,317 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 5,639 (year 2041), Design Load: HS 20+Mod, Features Intersected: MO 94, Facility Carried by Structure: RP MO94W TO MO364E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.602, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1214, Location: S 3 T 18 N R 12 E (Lat: 36.224369, Lng: -89.739847), Route carried "on" structure: Interstate 55, Year Built: 1969, Year Reconstructed: 1984, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 15,287 (year 2021), Truck Traffic: 57%, Average Future Daily Traffic: 28,281 (year 2041), Design Load: HS 20+Mod, Features Intersected: CRD 344, ABANDONED RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 308.031, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Built-up
Structure Number: 1214, Location: S 3 T 18 N R 12 E (Lat: 36.224369, Lng: -89.739847), Route carried "on" structure: Interstate 55, Year Built: 1969, Year Reconstructed: 1984, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 15,287 (year 2021), Truck Traffic: 57%, Average Future Daily Traffic: 28,281 (year 2041), Design Load: HS 20+Mod, Features Intersected: CRD 344, ABANDONED RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 308.031, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Built-up
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Structure Number: 1214, Location: S 1198 T 46 N R 4 E (Lat: 38.756786, Lng: -90.542581), Route carried "on" structure: Ramp State highway , Year Built: 2001, Year Reconstructed: 2021, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 5,941 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 10,100 (year 2041), Design Load: HS 20+Mod, Features Intersected: MO 94, Facility Carried by Structure: RP MO364W TO MUEGG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.550, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.8m (48.6ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1214, Location: S 1198 T 46 N R 4 E (Lat: 38.756786, Lng: -90.542581), Route carried "on" structure: Ramp State highway , Year Built: 2001, Year Reconstructed: 2021, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 5,941 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 10,100 (year 2041), Design Load: HS 20+Mod, Features Intersected: MO 94, Facility Carried by Structure: RP MO364W TO MUEGG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.550, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.8m (48.6ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 22952, Location: S 13 T 47 N R 4 E (Lat: 38.832889, Lng: -90.516839), Route carried "on" structure: City street 383, Year Built: 1998, Status: Posted for load, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 10,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 15,500 (year 2040), Features Intersected: TRIB OF MISSISSIPP, Facility Carried by Structure: NEW TOWN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 25.2 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: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.28m (0.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $85,000, Roadway Improvement Cost: $9,000, Total Project Cost: $128,000 ( Estimate for 2022)
Structure Number: 22952, Location: S 13 T 47 N R 4 E (Lat: 38.832889, Lng: -90.516839), Route carried "on" structure: City street 383, Year Built: 1998, Status: Posted for load, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 10,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 15,500 (year 2040), Features Intersected: TRIB OF MISSISSIPP, Facility Carried by Structure: NEW TOWN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 25.2 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: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.28m (0.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $85,000, Roadway Improvement Cost: $9,000, Total Project Cost: $128,000 ( Estimate for 2022)
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Structure Number: 22953, Location: S 3280 T 47 N R 5 E (Lat: 38.774322, Lng: -90.484047), Route carried "on" structure: City street 383, Year Built: 1977, Year Reconstructed: 1996, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 4,650 (year 2040), Features Intersected: BLANCHETTE CR, Facility Carried by Structure: RIVERSIDE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 29.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 22953, Location: S 3280 T 47 N R 5 E (Lat: 38.774322, Lng: -90.484047), Route carried "on" structure: City street 383, Year Built: 1977, Year Reconstructed: 1996, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 4,650 (year 2040), Features Intersected: BLANCHETTE CR, Facility Carried by Structure: RIVERSIDE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 29.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 22955, Location: S 3280 T 47 N R 4 E (Lat: 38.781933, Lng: -90.532353), Route carried "on" structure: City street 383, Year Built: 1988, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 20,000 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 31,000 (year 2040), Design Load: H 15, Features Intersected: TRIB OF COLE CR, Facility Carried by Structure: ZUMBEHL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Fair, Culverts: Poor, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.27m (0.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000 ( Estimate for 2022)
Structure Number: 22955, Location: S 3280 T 47 N R 4 E (Lat: 38.781933, Lng: -90.532353), Route carried "on" structure: City street 383, Year Built: 1988, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 20,000 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 31,000 (year 2040), Design Load: H 15, Features Intersected: TRIB OF COLE CR, Facility Carried by Structure: ZUMBEHL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Fair, Culverts: Poor, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.27m (0.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000 ( Estimate for 2022)
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Structure Number: 22957, Location: S 3280 T 46 N R 4 E (Lat: 38.770667, Lng: -90.535667), Route carried "on" structure: City street 383, Year Built: 1988, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 12,200 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 18,910 (year 2040), Design Load: H 15, Features Intersected: COLE CR, Facility Carried by Structure: GRAYSTONE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 22957, Location: S 3280 T 46 N R 4 E (Lat: 38.770667, Lng: -90.535667), Route carried "on" structure: City street 383, Year Built: 1988, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 12,200 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 18,910 (year 2040), Design Load: H 15, Features Intersected: COLE CR, Facility Carried by Structure: GRAYSTONE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 22958, Location: S 25 T 47 N R 4 E (Lat: 38.796831, Lng: -90.525064), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 13,300 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 20,615 (year 2040), Design Load: H 20, Features Intersected: COLE CR, Facility Carried by Structure: DROSTE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 22958, Location: S 25 T 47 N R 4 E (Lat: 38.796831, Lng: -90.525064), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 13,300 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 20,615 (year 2040), Design Load: H 20, Features Intersected: COLE CR, Facility Carried by Structure: DROSTE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 22961, Location: S 188 T 47 N R 5 E (Lat: 38.819436, Lng: -90.498572), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 3,700 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 5,735 (year 2040), Design Load: HS 20, Features Intersected: BOSCHERT CR, Facility Carried by Structure: LITTLE HILLS EXPY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 22961, Location: S 188 T 47 N R 5 E (Lat: 38.819436, Lng: -90.498572), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 3,700 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 5,735 (year 2040), Design Load: HS 20, Features Intersected: BOSCHERT CR, Facility Carried by Structure: LITTLE HILLS EXPY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 22963, Location: S 24 T 47 N R 4 E (Lat: 38.817211, Lng: -90.512439), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 8,430 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 13,067 (year 2040), Design Load: HS 20, Features Intersected: OLD ELM PT RD, NS RR, Facility Carried by Structure: ELM ST EXTENSION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.0 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 22963, Location: S 24 T 47 N R 4 E (Lat: 38.817211, Lng: -90.512439), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 8,430 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 13,067 (year 2040), Design Load: HS 20, Features Intersected: OLD ELM PT RD, NS RR, Facility Carried by Structure: ELM ST EXTENSION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.0 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 22966, Location: S 291 T 47 N R 4 E (Lat: 38.808997, Lng: -90.553500), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 16,500 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 25,575 (year 2040), Design Load: HS 20, Features Intersected: NS RR, Facility Carried by Structure: H S TRUMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.879, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.6m (80.7ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 22966, Location: S 291 T 47 N R 4 E (Lat: 38.808997, Lng: -90.553500), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 16,500 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 25,575 (year 2040), Design Load: HS 20, Features Intersected: NS RR, Facility Carried by Structure: H S TRUMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.879, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.6m (80.7ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2784, Location: S 3280 T 46 N R 5 E (Lat: 38.764711, Lng: -90.484606), Route carried "on" structure: Interstate 70, Year Built: 1978, Year Reconstructed: 1984, Status: Open, Structure Length: 115.58m (379.20ft), Average Daily Traffic: 72,409 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 123,095 (year 2041), Design Load: HS 20, Features Intersected: MISSOURI RVR, CST MAIN S
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 369.707, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 16.2m (53.1ft), Horizontal Clearance: 121.9m (399.9ft)), Material/Design: Steel continuous, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 16, Length of Maximum Span: 146.3m (480.0ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 22.4m (73.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.56m (37.93ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Underwater Inspection Date: July 2017, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $54,374,000, Roadway Improvement Cost: $5,437,000, Total Project Cost: $81,561,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2784, Location: S 3280 T 46 N R 5 E (Lat: 38.764711, Lng: -90.484606), Route carried "on" structure: Interstate 70, Year Built: 1978, Year Reconstructed: 1984, Status: Open, Structure Length: 115.58m (379.20ft), Average Daily Traffic: 72,409 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 123,095 (year 2041), Design Load: HS 20, Features Intersected: MISSOURI RVR, CST MAIN S
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 369.707, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 16.2m (53.1ft), Horizontal Clearance: 121.9m (399.9ft)), Material/Design: Steel continuous, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 16, Length of Maximum Span: 146.3m (480.0ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 22.4m (73.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.56m (37.93ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Underwater Inspection Date: July 2017, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $54,374,000, Roadway Improvement Cost: $5,437,000, Total Project Cost: $81,561,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28179, Location: S 3280 T 46 N R 4 E (Lat: 38.766178, Lng: -90.544781), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 15,200 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 23,560 (year 2040), Design Load: HS 20, Features Intersected: TRIB OF COLE CR, Facility Carried by Structure: MUEGGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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 2022
Structure Number: 28179, Location: S 3280 T 46 N R 4 E (Lat: 38.766178, Lng: -90.544781), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 15,200 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 23,560 (year 2040), Design Load: HS 20, Features Intersected: TRIB OF COLE CR, Facility Carried by Structure: MUEGGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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 2022
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Structure Number: 2818, Location: S 3280 T 46 N R 4 E (Lat: 38.772244, Lng: -90.549664), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 14,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 21,700 (year 2040), Design Load: HS 20, Features Intersected: TRIB OF COLE CR, Facility Carried by Structure: MUEGGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2818, Location: S 3280 T 46 N R 4 E (Lat: 38.772244, Lng: -90.549664), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 14,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 21,700 (year 2040), Design Load: HS 20, Features Intersected: TRIB OF COLE CR, Facility Carried by Structure: MUEGGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 28181, Location: S 3280 T 47 N R 4 E (Lat: 38.779889, Lng: -90.555917), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 13,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 20,150 (year 2040), Design Load: HS 20, Features Intersected: TRIB OF COLE CR, Facility Carried by Structure: MUEGGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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 2022
Structure Number: 28181, Location: S 3280 T 47 N R 4 E (Lat: 38.779889, Lng: -90.555917), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 13,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 20,150 (year 2040), Design Load: HS 20, Features Intersected: TRIB OF COLE CR, Facility Carried by Structure: MUEGGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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 2022
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Structure Number: 28396, Location: S 13 T 47 N R 4 E (Lat: 38.833089, Lng: -90.530397), Route carried "on" structure: City street 366, Year Built: 1980, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 775 (year 2040), Features Intersected: TRIB MISSISSIPPI R, Facility Carried by Structure: HUSTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28396, Location: S 13 T 47 N R 4 E (Lat: 38.833089, Lng: -90.530397), Route carried "on" structure: City street 366, Year Built: 1980, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 775 (year 2040), Features Intersected: TRIB MISSISSIPPI R, Facility Carried by Structure: HUSTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28397, Location: S 205 T 47 N R 4 E (Lat: 38.818189, Lng: -90.514753), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 9,144 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 14,173 (year 2040), Design Load: HS 20, Features Intersected: COLE CR, Facility Carried by Structure: ELM POINT IND DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), 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: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 54.0 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28397, Location: S 205 T 47 N R 4 E (Lat: 38.818189, Lng: -90.514753), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 9,144 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 14,173 (year 2040), Design Load: HS 20, Features Intersected: COLE CR, Facility Carried by Structure: ELM POINT IND DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), 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: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 54.0 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28398, Location: S 13 T 47 N R 4 E (Lat: 38.827150, Lng: -90.527308), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 465 (year 2040), Design Load: HS 20, Features Intersected: COLE CR, Facility Carried by Structure: FOUNTAIN LAKES 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: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.1m (72.5ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28398, Location: S 13 T 47 N R 4 E (Lat: 38.827150, Lng: -90.527308), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 465 (year 2040), Design Load: HS 20, Features Intersected: COLE CR, Facility Carried by Structure: FOUNTAIN LAKES 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: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.1m (72.5ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28497, Location: S 13 T 47 N R 4 E (Lat: 38.834369, Lng: -90.513833), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 775 (year 2040), Design Load: HS 20, Features Intersected: TRIB OF MISSISSIPP, Facility Carried by Structure: ELM POINT IND DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Fair, Culverts: Fair, 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: 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 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28497, Location: S 13 T 47 N R 4 E (Lat: 38.834369, Lng: -90.513833), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 775 (year 2040), Design Load: HS 20, Features Intersected: TRIB OF MISSISSIPP, Facility Carried by Structure: ELM POINT IND DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Fair, Culverts: Fair, 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: 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 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28911, Location: S 13 T 46 N R 4 E (Lat: 38.734956, Lng: -90.520567), Route carried "on" structure: State highway 364, Year Built: 1999, Status: Open, Structure Length: 98.69m (323.79ft), Average Daily Traffic: 40,154 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 50,193 (year 2041), Design Load: HS 20+Mod, Features Intersected: MISSOURI RVR
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 8.526, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 19.5m (64.0ft), Horizontal Clearance: 184.1m (604.0ft)), Material/Design: Steel, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 16, Length of Maximum Span: 188.0m (616.8ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2020, Underwater Inspection Date: July 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28911, Location: S 13 T 46 N R 4 E (Lat: 38.734956, Lng: -90.520567), Route carried "on" structure: State highway 364, Year Built: 1999, Status: Open, Structure Length: 98.69m (323.79ft), Average Daily Traffic: 40,154 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 50,193 (year 2041), Design Load: HS 20+Mod, Features Intersected: MISSOURI RVR
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 8.526, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 19.5m (64.0ft), Horizontal Clearance: 184.1m (604.0ft)), Material/Design: Steel, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 16, Length of Maximum Span: 188.0m (616.8ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2020, Underwater Inspection Date: July 2017, 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: 2998, Location: S 3280 T 46 N R 5 E (Lat: 38.768531, Lng: -90.494517), Route carried "on" structure: Interstate 70, Year Built: 1977, Year Reconstructed: 2005, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 65,441 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 111,250 (year 2041), Design Load: HS 20+Mod, Features Intersected: LP 70, LP 70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 369.300, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 2998, Location: S 3280 T 46 N R 5 E (Lat: 38.768531, Lng: -90.494517), Route carried "on" structure: Interstate 70, Year Built: 1977, Year Reconstructed: 2005, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 65,441 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 111,250 (year 2041), Design Load: HS 20+Mod, Features Intersected: LP 70, LP 70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 369.300, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 2999, Location: S 3280 T 46 N R 5 E (Lat: 38.768794, Lng: -90.494347), Route carried "on" structure: Interstate 70, Year Built: 1977, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 72,044 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 122,475 (year 2041), Design Load: HS 20+Mod, Features Intersected: LP 70, LP 70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.182, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2999, Location: S 3280 T 46 N R 5 E (Lat: 38.768794, Lng: -90.494347), Route carried "on" structure: Interstate 70, Year Built: 1977, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 72,044 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 122,475 (year 2041), Design Load: HS 20+Mod, Features Intersected: LP 70, LP 70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.182, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 30641, Location: S 164 T 47 N R 5 E (Lat: 38.806272, Lng: -90.482069), Route carried "on" structure: City street 150, Year Built: 2005, Status: Open, Structure Length: 16.06m (52.69ft), Average Daily Traffic: 10,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 16,275 (year 2040), Design Load: HS 20, Features Intersected: NS RR, Facility Carried by Structure: N 5TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 1, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 79.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 30641, Location: S 164 T 47 N R 5 E (Lat: 38.806272, Lng: -90.482069), Route carried "on" structure: City street 150, Year Built: 2005, Status: Open, Structure Length: 16.06m (52.69ft), Average Daily Traffic: 10,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 16,275 (year 2040), Design Load: HS 20, Features Intersected: NS RR, Facility Carried by Structure: N 5TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 1, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 79.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3068, Location: S 26 T 47 N R 4 E (Lat: 38.793983, Lng: -90.546939), Route carried "on" structure: County highway 477, Year Built: 2004, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 370 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 574 (year 2040), Design Load: HS 20, Features Intersected: SANDFORT CR, Facility Carried by Structure: OLD MORAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3068, Location: S 26 T 47 N R 4 E (Lat: 38.793983, Lng: -90.546939), Route carried "on" structure: County highway 477, Year Built: 2004, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 370 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 574 (year 2040), Design Load: HS 20, Features Intersected: SANDFORT CR, Facility Carried by Structure: OLD MORAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 30681, Location: S 1198 T 46 N R 4 E (Lat: 38.743050, Lng: -90.517967), Route carried "on" structure: County highway 479, Year Built: 1994, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 8,945 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 13,865 (year 2040), Design Load: HS 20+Mod, Features Intersected: TAYLOR BR, Facility Carried by Structure: ARENA PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Poor, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 30681, Location: S 1198 T 46 N R 4 E (Lat: 38.743050, Lng: -90.517967), Route carried "on" structure: County highway 479, Year Built: 1994, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 8,945 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 13,865 (year 2040), Design Load: HS 20+Mod, Features Intersected: TAYLOR BR, Facility Carried by Structure: ARENA PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Poor, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 30686, Location: S 27 T 47 N R 4 E (Lat: 38.805508, Lng: -90.551533), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 11,625 (year 2040), Design Load: HS 20, Features Intersected: SANDFORT CR, Facility Carried by Structure: EHLMANN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 78.3 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 30686, Location: S 27 T 47 N R 4 E (Lat: 38.805508, Lng: -90.551533), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 11,625 (year 2040), Design Load: HS 20, Features Intersected: SANDFORT CR, Facility Carried by Structure: EHLMANN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 78.3 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 31294, Location: S 3280 T 46 N R 5 E (Lat: 38.776314, Lng: -90.512936), Route carried "on" structure: State highway 94, Year Built: 2005, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 42,687 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 76,837 (year 2041), Design Load: HS 25 or greater, Features Intersected: OR 70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 177.587, Lanes on structure: 10, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 57.5m (188.6ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 57.5m (188.6ft), Out-to-Out Width: 58.3m (191.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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: 31294, Location: S 3280 T 46 N R 5 E (Lat: 38.776314, Lng: -90.512936), Route carried "on" structure: State highway 94, Year Built: 2005, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 42,687 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 76,837 (year 2041), Design Load: HS 25 or greater, Features Intersected: OR 70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 177.587, Lanes on structure: 10, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 57.5m (188.6ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 57.5m (188.6ft), Out-to-Out Width: 58.3m (191.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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: 31335, Location: S 3280 T 46 N R 5 E (Lat: 38.777314, Lng: -90.510492), Route carried "on" structure: State highway 94, Year Built: 2005, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 30,330 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 54,594 (year 2041), Design Load: HS 25 or greater, Features Intersected: CST BOONES LICK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 177.822, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 45.1m (148.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 50.3m (165.0ft), Out-to-Out Width: 51.1m (167.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 90.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: 31335, Location: S 3280 T 46 N R 5 E (Lat: 38.777314, Lng: -90.510492), Route carried "on" structure: State highway 94, Year Built: 2005, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 30,330 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 54,594 (year 2041), Design Load: HS 25 or greater, Features Intersected: CST BOONES LICK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 177.822, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 45.1m (148.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 50.3m (165.0ft), Out-to-Out Width: 51.1m (167.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 90.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: 31727, Location: S 31 T 46 N R 4 E (Lat: 38.725831, Lng: -90.547131), Route carried "on" structure: County highway 207, Year Built: 2006, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,667 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 4,134 (year 2040), Design Load: HS 20, Features Intersected: DUCKETT CR, Facility Carried by Structure: JUNGS STATION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 31727, Location: S 31 T 46 N R 4 E (Lat: 38.725831, Lng: -90.547131), Route carried "on" structure: County highway 207, Year Built: 2006, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,667 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 4,134 (year 2040), Design Load: HS 20, Features Intersected: DUCKETT CR, Facility Carried by Structure: JUNGS STATION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 31756, Location: S 3280 T 46 N R 4 E (Lat: 38.806597, Lng: -90.481700), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 15.48m (50.79ft), Average Daily Traffic: 7,322 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 14,278 (year 2041), Design Load: HS 25 or greater, Features Intersected: MO 370, Facility Carried by Structure: MEL WETTER PKWY S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.055, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum 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: 31756, Location: S 3280 T 46 N R 4 E (Lat: 38.806597, Lng: -90.481700), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 15.48m (50.79ft), Average Daily Traffic: 7,322 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 14,278 (year 2041), Design Load: HS 25 or greater, Features Intersected: MO 370, Facility Carried by Structure: MEL WETTER PKWY S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.055, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum 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: 3194, Location: S 3280 T 47 N R 4 E (Lat: 38.786678, Lng: -90.533022), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 14,216 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 25,589 (year 2041), Design Load: HS 20+Mod, Features Intersected: IS 70, Facility Carried by Structure: ZUMBEHL RD S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.911, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 26.3m (86.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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: 3194, Location: S 3280 T 47 N R 4 E (Lat: 38.786678, Lng: -90.533022), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 14,216 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 25,589 (year 2041), Design Load: HS 20+Mod, Features Intersected: IS 70, Facility Carried by Structure: ZUMBEHL RD S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.911, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 26.3m (86.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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: 32494, Location: S 1000 T 47 N R 5 E (Lat: 38.838200, Lng: -90.497178), Route carried "on" structure: City street 383, Year Built: 2007, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 620 (year 2040), Design Load: HS 20+Mod, Features Intersected: CANAL, Facility Carried by Structure: CANAL ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 32494, Location: S 1000 T 47 N R 5 E (Lat: 38.838200, Lng: -90.497178), Route carried "on" structure: City street 383, Year Built: 2007, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 620 (year 2040), Design Load: HS 20+Mod, Features Intersected: CANAL, Facility Carried by Structure: CANAL ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 32496, Location: S 1000 T 47 N R 5 E (Lat: 38.839308, Lng: -90.498200), Route carried "on" structure: City street 383, Year Built: 2007, Status: Open, Structure Length: 1.35m (4.43ft), Average Daily Traffic: 800 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,240 (year 2040), Design Load: HS 20+Mod, Features Intersected: CANAL, Facility Carried by Structure: N NEW TOWN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.2m (30.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 32496, Location: S 1000 T 47 N R 5 E (Lat: 38.839308, Lng: -90.498200), Route carried "on" structure: City street 383, Year Built: 2007, Status: Open, Structure Length: 1.35m (4.43ft), Average Daily Traffic: 800 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,240 (year 2040), Design Load: HS 20+Mod, Features Intersected: CANAL, Facility Carried by Structure: N NEW TOWN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.2m (30.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 32497, Location: S 1000 T 47 N R 5 E (Lat: 38.839289, Lng: -90.498739), Route carried "on" structure: City street 383, Year Built: 2007, Status: Open, Structure Length: 1.35m (4.43ft), Average Daily Traffic: 800 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,240 (year 2040), Design Load: HS 20+Mod, Features Intersected: CANAL, Facility Carried by Structure: S NEW TOWN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.2m (30.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 32497, Location: S 1000 T 47 N R 5 E (Lat: 38.839289, Lng: -90.498739), Route carried "on" structure: City street 383, Year Built: 2007, Status: Open, Structure Length: 1.35m (4.43ft), Average Daily Traffic: 800 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,240 (year 2040), Design Load: HS 20+Mod, Features Intersected: CANAL, Facility Carried by Structure: S NEW TOWN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.2m (30.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022