Bridge Statistics for O'Fallon, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 41940-1949
- 31950-1959
- 11960-1969
- 11970-1979
- 121980-1989
- 211990-1999
- 362000-2009
- 92010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 01980-1989
- 21990-1999
- 12000-2009
- Bridge Condition - Deck
- 62.5%Good
- 35.0%Satisfactory
- 2.5%Fair
- Bridge Condition - Superstructure
- 2.5%Excellent
- 12.5%Very good
- 55.0%Good
- 20.0%Satisfactory
- 7.5%Fair
- 2.5%Poor
- Bridge Condition - Substructure
- 5.0%Excellent
- 12.5%Very good
- 42.5%Good
- 30.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Channel
- 3.3%Very good
- 16.7%Good
- 28.3%Satisfactory
- 35.0%Fair
- 16.7%Poor
- Bridge Condition - Culverts
- 3.3%Good
- 60.0%Satisfactory
- 30.0%Fair
- 6.7%Poor
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Structure Number: 11903, Location: S 28 T 47 N R 3 W (Lat: 38.803825, Lng: -90.676444), Route carried "on" structure: ServiceState highway 70, Year Built: 1999, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 3,449 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 6,726 (year 2041), Design Load: HS 20+Mod, Features Intersected: BELLEAU CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.496, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.5m (73.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Inventory Rating: 59.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11903, Location: S 28 T 47 N R 3 W (Lat: 38.803825, Lng: -90.676444), Route carried "on" structure: ServiceState highway 70, Year Built: 1999, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 3,449 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 6,726 (year 2041), Design Load: HS 20+Mod, Features Intersected: BELLEAU CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.496, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.5m (73.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Inventory Rating: 59.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1192, Location: S 29 T 47 N R 3 E (Lat: 38.802369, Lng: -90.705169), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 5,572 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 10,865 (year 2041), Design Load: HS 20+Mod, Features Intersected: IS 70, Facility Carried by Structure: WOODLAWN AVE S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.128, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.4m (119.4ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: 1192, Location: S 29 T 47 N R 3 E (Lat: 38.802369, Lng: -90.705169), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 5,572 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 10,865 (year 2041), Design Load: HS 20+Mod, Features Intersected: IS 70, Facility Carried by Structure: WOODLAWN AVE S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.128, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.4m (119.4ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: 12024, Location: S 27 T 47 N R 3 E (Lat: 38.803117, Lng: -90.678539), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 15,556 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 28,001 (year 2041), Design Load: HS 25 or greater, Features Intersected: IS 70, Facility Carried by Structure: T R HUGHES BLVD S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.999, Lanes on structure: 7, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.5m (73.8ft), Curb-To-Curb Width: 69.2m (227.0ft), Out-to-Out Width: 70.0m (229.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 91.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12024, Location: S 27 T 47 N R 3 E (Lat: 38.803117, Lng: -90.678539), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 15,556 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 28,001 (year 2041), Design Load: HS 25 or greater, Features Intersected: IS 70, Facility Carried by Structure: T R HUGHES BLVD S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.999, Lanes on structure: 7, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.5m (73.8ft), Curb-To-Curb Width: 69.2m (227.0ft), Out-to-Out Width: 70.0m (229.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 91.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1206, Location: S 27 T 47 N R 3 E (Lat: 38.802242, Lng: -90.676767), Route carried "on" structure: ServiceState highway 70, Year Built: 2000, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 4,208 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 8,206 (year 2041), Design Load: HS 25 or greater, Features Intersected: BELLEAU CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.092, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.0m (65.6ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1206, Location: S 27 T 47 N R 3 E (Lat: 38.802242, Lng: -90.676767), Route carried "on" structure: ServiceState highway 70, Year Built: 2000, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 4,208 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 8,206 (year 2041), Design Load: HS 25 or greater, Features Intersected: BELLEAU CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.092, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.0m (65.6ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 12067, Location: S 27 T 47 N R 3 E (Lat: 38.803536, Lng: -90.677361), Route carried "on" structure: Ramp State highway , Year Built: 2000, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 6,501 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 11,052 (year 2041), Design Load: HS 25 or greater, Features Intersected: BELLEAU CR, Facility Carried by Structure: RP IS70W TO T R HU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.187, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.2m (56.4ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, 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: 12067, Location: S 27 T 47 N R 3 E (Lat: 38.803536, Lng: -90.677361), Route carried "on" structure: Ramp State highway , Year Built: 2000, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 6,501 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 11,052 (year 2041), Design Load: HS 25 or greater, Features Intersected: BELLEAU CR, Facility Carried by Structure: RP IS70W TO T R HU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.187, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.2m (56.4ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, 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: 12068, Location: S 27 T 47 N R 3 E (Lat: 38.802825, Lng: -90.677383), Route carried "on" structure: Ramp State highway , Year Built: 2000, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 6,024 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 10,241 (year 2041), Design Load: HS 25 or greater, Features Intersected: BELLEAU CR, Facility Carried by Structure: RP T R HUGHES BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.082, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.1m (59.4ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, 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: 12068, Location: S 27 T 47 N R 3 E (Lat: 38.802825, Lng: -90.677383), Route carried "on" structure: Ramp State highway , Year Built: 2000, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 6,024 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 10,241 (year 2041), Design Load: HS 25 or greater, Features Intersected: BELLEAU CR, Facility Carried by Structure: RP T R HUGHES BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.082, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.1m (59.4ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, 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: 12142, Location: S 28 T 47 N R 3 E (Lat: 38.802675, Lng: -90.695067), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 10.70m (35.10ft), Average Daily Traffic: 3,586 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 6,993 (year 2041), Design Load: HS 25 or greater, Features Intersected: OR 70, IS 70, Facility Carried by Structure: SONDEREN ST S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.932, Lanes on structure: 2, Lanes under structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 92.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum 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: 12142, Location: S 28 T 47 N R 3 E (Lat: 38.802675, Lng: -90.695067), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 10.70m (35.10ft), Average Daily Traffic: 3,586 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 6,993 (year 2041), Design Load: HS 25 or greater, Features Intersected: OR 70, IS 70, Facility Carried by Structure: SONDEREN ST S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.932, Lanes on structure: 2, Lanes under structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 92.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum 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: 20717, Location: S 1669 T 46 N R 3 E (Lat: 38.718800, Lng: -90.698131), Route carried "on" structure: City street 272, Year Built: 1993, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 800 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,240 (year 2040), Features Intersected: TRIB OF DARDENNE C, Facility Carried by Structure: TECHNOLOGY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 69.3 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20717, Location: S 1669 T 46 N R 3 E (Lat: 38.718800, Lng: -90.698131), Route carried "on" structure: City street 272, Year Built: 1993, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 800 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,240 (year 2040), Features Intersected: TRIB OF DARDENNE C, Facility Carried by Structure: TECHNOLOGY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 69.3 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21235, Location: S 20 T 46 N R 2 E (Lat: 38.725983, Lng: -90.827411), Route carried "on" structure: County highway 297, Year Built: 1988, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 472 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,038 (year 2040), Features Intersected: TRIB OF DARDENNE C, Facility Carried by Structure: SCHWEDE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.173, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.21m (0.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $155,000, Roadway Improvement Cost: $15,000, Total Project Cost: $232,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 21235, Location: S 20 T 46 N R 2 E (Lat: 38.725983, Lng: -90.827411), Route carried "on" structure: County highway 297, Year Built: 1988, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 472 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,038 (year 2040), Features Intersected: TRIB OF DARDENNE C, Facility Carried by Structure: SCHWEDE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.173, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.21m (0.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $155,000, Roadway Improvement Cost: $15,000, Total Project Cost: $232,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 21718, Location: S 33 T 47 N R 3 E (Lat: 38.792297, Lng: -90.698056), Route carried "on" structure: City street , Year Built: 1990, Year Reconstructed: 1999, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 14,000 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 21,700 (year 2040), Design Load: HS 20, Features Intersected: BR OF BELLEAU CR, Facility Carried by Structure: MEXICO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.581, Lanes on structure: 7, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 21718, Location: S 33 T 47 N R 3 E (Lat: 38.792297, Lng: -90.698056), Route carried "on" structure: City street , Year Built: 1990, Year Reconstructed: 1999, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 14,000 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 21,700 (year 2040), Design Load: HS 20, Features Intersected: BR OF BELLEAU CR, Facility Carried by Structure: MEXICO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.581, Lanes on structure: 7, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 2172, Location: S 33 T 47 N R 3 E (Lat: 38.791356, Lng: -90.686836), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 18,600 (year 2040), Features Intersected: BR OF BELLEAU CR, Facility Carried by Structure: MEXICO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.587, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: Febuary 2022
Structure Number: 2172, Location: S 33 T 47 N R 3 E (Lat: 38.791356, Lng: -90.686836), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 18,600 (year 2040), Features Intersected: BR OF BELLEAU CR, Facility Carried by Structure: MEXICO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.587, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: Febuary 2022
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Structure Number: 21726, Location: S 36 T 47 N R 2 E (Lat: 38.795389, Lng: -90.736019), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 4,650 (year 2040), Design Load: HS 20, Features Intersected: BR OF BELLEAU CR, Facility Carried by Structure: BRYAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Concrete, 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: 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 21726, Location: S 36 T 47 N R 2 E (Lat: 38.795389, Lng: -90.736019), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 4,650 (year 2040), Design Load: HS 20, Features Intersected: BR OF BELLEAU CR, Facility Carried by Structure: BRYAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Concrete, 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: 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 21728, Location: S 20 T 47 N R 3 E (Lat: 38.812356, Lng: -90.708639), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 465 (year 2040), Design Load: HS 20, Features Intersected: BR OF PERUQUE CR, Facility Carried by Structure: CIVIC PARK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 21728, Location: S 20 T 47 N R 3 E (Lat: 38.812356, Lng: -90.708639), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 465 (year 2040), Design Load: HS 20, Features Intersected: BR OF PERUQUE CR, Facility Carried by Structure: CIVIC PARK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 21733, Location: S 32 T 47 N R 3 E (Lat: 38.791292, Lng: -90.701900), Route carried "on" structure: City street 321, Year Built: 1995, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 4,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,200 (year 2040), Design Load: HS 20, Features Intersected: BELLEAU CR, Facility Carried by Structure: MEXICO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21733, Location: S 32 T 47 N R 3 E (Lat: 38.791292, Lng: -90.701900), Route carried "on" structure: City street 321, Year Built: 1995, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 4,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,200 (year 2040), Design Load: HS 20, Features Intersected: BELLEAU CR, Facility Carried by Structure: MEXICO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21734, Location: S 1669 T 46 N R 3 E (Lat: 38.791333, Lng: -90.686425), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 775 (year 2040), Design Load: HS 20, Features Intersected: BR OF BELLEAU CR, Facility Carried by Structure: MEXICO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 21734, Location: S 1669 T 46 N R 3 E (Lat: 38.791333, Lng: -90.686425), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 775 (year 2040), Design Load: HS 20, Features Intersected: BR OF BELLEAU CR, Facility Carried by Structure: MEXICO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 25538, Location: S 280 T 46 N R 2 E (Lat: 38.730281, Lng: -90.756828), Route carried "on" structure: County highway 170, Year Built: 1942, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,200 (year 2040), Features Intersected: BR OF DARDENNE CR, Facility Carried by Structure: PARK RD C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
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 minimum criteria, Length Of Structure Improvement: 0.14m (0.46ft), 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: 25538, Location: S 280 T 46 N R 2 E (Lat: 38.730281, Lng: -90.756828), Route carried "on" structure: County highway 170, Year Built: 1942, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,200 (year 2040), Features Intersected: BR OF DARDENNE CR, Facility Carried by Structure: PARK RD C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
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 minimum criteria, Length Of Structure Improvement: 0.14m (0.46ft), 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: 25541, Location: S 887 T 46 N R 2 E (Lat: 38.719917, Lng: -90.763744), Route carried "on" structure: County highway 170, Year Built: 1942, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,200 (year 2040), Features Intersected: BR OF DARDENNE CR, Facility Carried by Structure: PARK RD B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Poor, 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: 0.14m (0.46ft), 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: 25541, Location: S 887 T 46 N R 2 E (Lat: 38.719917, Lng: -90.763744), Route carried "on" structure: County highway 170, Year Built: 1942, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,200 (year 2040), Features Intersected: BR OF DARDENNE CR, Facility Carried by Structure: PARK RD B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Poor, 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: 0.14m (0.46ft), 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: 28392, Location: S 1669 T 46 N R 2 E (Lat: 38.751422, Lng: -90.746553), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 20,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 31,000 (year 2040), Design Load: HS 20, Features Intersected: BR OF DARDENNE CR, Facility Carried by Structure: WINGHAVEN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 28392, Location: S 1669 T 46 N R 2 E (Lat: 38.751422, Lng: -90.746553), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 20,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 31,000 (year 2040), Design Load: HS 20, Features Intersected: BR OF DARDENNE CR, Facility Carried by Structure: WINGHAVEN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 28393, Location: S 1641 T 46 N R 3 E (Lat: 38.740778, Lng: -90.738511), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 10,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 15,500 (year 2040), Design Load: HS 20, Features Intersected: BR OF DARDENNE CR, Facility Carried by Structure: PHOENIX PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 3, 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: 5, 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: 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 28393, Location: S 1641 T 46 N R 3 E (Lat: 38.740778, Lng: -90.738511), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 10,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 15,500 (year 2040), Design Load: HS 20, Features Intersected: BR OF DARDENNE CR, Facility Carried by Structure: PHOENIX PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 3, 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: 5, 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: 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 28394, Location: S 31 T 47 N R 3 E (Lat: 38.794892, Lng: -90.734950), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 310 (year 2040), Design Load: HS 20, Features Intersected: BR OF BELLEAU CR, Facility Carried by Structure: PEDROTTI LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 28394, Location: S 31 T 47 N R 3 E (Lat: 38.794892, Lng: -90.734950), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 310 (year 2040), Design Load: HS 20, Features Intersected: BR OF BELLEAU CR, Facility Carried by Structure: PEDROTTI LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 28428, Location: S 27 T 47 N R 3 E (Lat: 38.806061, Lng: -90.677856), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 10,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 15,500 (year 2040), Design Load: HS 20, Features Intersected: BR OF BELLEAU CR, Facility Carried by Structure: PUBLIC WORKS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.22m (0.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $85,000, Roadway Improvement Cost: $9,000, Total Project Cost: $128,000 ( Estimate for 2022)
Structure Number: 28428, Location: S 27 T 47 N R 3 E (Lat: 38.806061, Lng: -90.677856), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 10,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 15,500 (year 2040), Design Load: HS 20, Features Intersected: BR OF BELLEAU CR, Facility Carried by Structure: PUBLIC WORKS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.22m (0.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 28719, Location: S 73 T 47 N R 3 E (Lat: 38.818819, Lng: -90.658883), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 7,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 10,850 (year 2040), Design Load: HS 20, Features Intersected: BELLEAU CR, Facility Carried by Structure: PEARL DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28719, Location: S 73 T 47 N R 3 E (Lat: 38.818819, Lng: -90.658883), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 7,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 10,850 (year 2040), Design Load: HS 20, Features Intersected: BELLEAU CR, Facility Carried by Structure: PEARL DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 29128, Location: S 34 T 48 N R 3 E (Lat: 38.883786, Lng: -90.658164), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 330 (year 2040), Design Load: HS 20, Features Intersected: PERUQUE CR, Facility Carried by Structure: PERUQUE CR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 72.0 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: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 29128, Location: S 34 T 48 N R 3 E (Lat: 38.883786, Lng: -90.658164), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 330 (year 2040), Design Load: HS 20, Features Intersected: PERUQUE CR, Facility Carried by Structure: PERUQUE CR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 72.0 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: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 29132, Location: S 1669 T 46 N R 3 E (Lat: 38.720042, Lng: -90.696408), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 600 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 930 (year 2040), Features Intersected: TRIB OF DARDENNE C, Facility Carried by Structure: WATERBURY FALLS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 29132, Location: S 1669 T 46 N R 3 E (Lat: 38.720042, Lng: -90.696408), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 600 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 930 (year 2040), Features Intersected: TRIB OF DARDENNE C, Facility Carried by Structure: WATERBURY FALLS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 29133, Location: S 418 T 46 N R 2 E (Lat: 38.738281, Lng: -90.828878), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 1,426 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,137 (year 2040), Design Load: HS 20, Features Intersected: DARDENNE CR, Facility Carried by Structure: HOPEWELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.1 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 29133, Location: S 418 T 46 N R 2 E (Lat: 38.738281, Lng: -90.828878), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 1,426 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,137 (year 2040), Design Load: HS 20, Features Intersected: DARDENNE CR, Facility Carried by Structure: HOPEWELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.1 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2941, Location: S 469 T 47 N R 3 E (Lat: 38.841781, Lng: -90.700511), Route carried "on" structure: County highway 79, Year Built: 2003, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 904 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,401 (year 2040), Design Load: HS 20+Mod, Features Intersected: PERUQUE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2941, Location: S 469 T 47 N R 3 E (Lat: 38.841781, Lng: -90.700511), Route carried "on" structure: County highway 79, Year Built: 2003, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 904 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,401 (year 2040), Design Load: HS 20+Mod, Features Intersected: PERUQUE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 29664, Location: S 1776 T 47 N R 3 E (Lat: 38.798997, Lng: -90.675153), Route carried "on" structure: City street , Year Built: 1987, Year Reconstructed: 2001, Status: Open, Structure Length: 3.61m (11.84ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,750 (year 2040), Design Load: HS 20, Features Intersected: BELLEAU CR, Facility Carried by Structure: BELLEAU CR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 0.0m, Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 69.3 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: 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 29664, Location: S 1776 T 47 N R 3 E (Lat: 38.798997, Lng: -90.675153), Route carried "on" structure: City street , Year Built: 1987, Year Reconstructed: 2001, Status: Open, Structure Length: 3.61m (11.84ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,750 (year 2040), Design Load: HS 20, Features Intersected: BELLEAU CR, Facility Carried by Structure: BELLEAU CR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 0.0m, Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 69.3 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: 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 30128, Location: S 1669 T 46 N R 3 E (Lat: 38.729308, Lng: -90.682514), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 7,100 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 11,005 (year 2040), Design Load: HS 20, Features Intersected: CROOKED CR, Facility Carried by Structure: O'FALLON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 69.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 30128, Location: S 1669 T 46 N R 3 E (Lat: 38.729308, Lng: -90.682514), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 7,100 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 11,005 (year 2040), Design Load: HS 20, Features Intersected: CROOKED CR, Facility Carried by Structure: O'FALLON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 69.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 31274, Location: S 1633 T 46 N R 3 E (Lat: 38.720908, Lng: -90.723150), Route carried "on" structure: Interstate 64, Year Built: 2005, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 55,537 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 94,413 (year 2041), Design Load: HS 25 or greater, Features Intersected: SCHOTE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.220, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 95.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 31274, Location: S 1633 T 46 N R 3 E (Lat: 38.720908, Lng: -90.723150), Route carried "on" structure: Interstate 64, Year Built: 2005, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 55,537 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 94,413 (year 2041), Design Load: HS 25 or greater, Features Intersected: SCHOTE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.220, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 95.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 31276, Location: S 1641 T 46 N R 2 E (Lat: 38.734717, Lng: -90.739794), Route carried "on" structure: Interstate 64, Year Built: 2005, Status: Open, Structure Length: 6.48m (21.26ft), Average Daily Traffic: 27,968 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 47,546 (year 2041), Design Load: HS 25 or greater, Features Intersected: DARDENNE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.545, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 31276, Location: S 1641 T 46 N R 2 E (Lat: 38.734717, Lng: -90.739794), Route carried "on" structure: Interstate 64, Year Built: 2005, Status: Open, Structure Length: 6.48m (21.26ft), Average Daily Traffic: 27,968 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 47,546 (year 2041), Design Load: HS 25 or greater, Features Intersected: DARDENNE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.545, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 31279, Location: S 1641 T 46 N R 2 E (Lat: 38.734650, Lng: -90.740092), Route carried "on" structure: Interstate 64, Year Built: 2005, Status: Open, Structure Length: 6.48m (21.26ft), Average Daily Traffic: 27,569 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 46,867 (year 2041), Design Load: HS 25 or greater, Features Intersected: DARDENNE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.056, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 31279, Location: S 1641 T 46 N R 2 E (Lat: 38.734650, Lng: -90.740092), Route carried "on" structure: Interstate 64, Year Built: 2005, Status: Open, Structure Length: 6.48m (21.26ft), Average Daily Traffic: 27,569 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 46,867 (year 2041), Design Load: HS 25 or greater, Features Intersected: DARDENNE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.056, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 31353, Location: S 749 T 47 N R 3 E (Lat: 38.819211, Lng: -90.655569), Route carried "on" structure: State highway 79, Year Built: 2006, Status: Open, Structure Length: 4.50m (14.76ft), Average Daily Traffic: 8,722 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 15,700 (year 2041), Features Intersected: BELLEAU CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 139.073, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.0m (49.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 31353, Location: S 749 T 47 N R 3 E (Lat: 38.819211, Lng: -90.655569), Route carried "on" structure: State highway 79, Year Built: 2006, Status: Open, Structure Length: 4.50m (14.76ft), Average Daily Traffic: 8,722 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 15,700 (year 2041), Features Intersected: BELLEAU CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 139.073, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.0m (49.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: 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: 31354, Location: S 469 T 47 N R 3 E (Lat: 38.843000, Lng: -90.695778), Route carried "on" structure: State highway 79, Year Built: 2006, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 18,053 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 32,495 (year 2041), Features Intersected: PERUQUE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 134.669, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.9 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: 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, 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: 31354, Location: S 469 T 47 N R 3 E (Lat: 38.843000, Lng: -90.695778), Route carried "on" structure: State highway 79, Year Built: 2006, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 18,053 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 32,495 (year 2041), Features Intersected: PERUQUE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 134.669, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.9 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: 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, 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: 31355, Location: S 10 T 47 N R 3 E (Lat: 38.855914, Lng: -90.708353), Route carried "on" structure: State highway 79, Year Built: 2006, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 18,053 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 32,495 (year 2041), Features Intersected: HOSTETTER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 132.869, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 31355, Location: S 10 T 47 N R 3 E (Lat: 38.855914, Lng: -90.708353), Route carried "on" structure: State highway 79, Year Built: 2006, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 18,053 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 32,495 (year 2041), Features Intersected: HOSTETTER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 132.869, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 31444, Location: S 417 T 46 N R 2 E (Lat: 38.734503, Lng: -90.803250), Route carried "on" structure: State highway DD, Year Built: 2006, Status: Open, Structure Length: 7.18m (23.56ft), Average Daily Traffic: 2,536 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 4,945 (year 2041), Features Intersected: DARDENNE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.028, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.9m (29.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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: 31444, Location: S 417 T 46 N R 2 E (Lat: 38.734503, Lng: -90.803250), Route carried "on" structure: State highway DD, Year Built: 2006, Status: Open, Structure Length: 7.18m (23.56ft), Average Daily Traffic: 2,536 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 4,945 (year 2041), Features Intersected: DARDENNE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.028, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.9m (29.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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: 3197, Location: S 15 T 32 N R 4 E (Lat: 37.464231, Lng: -90.584989), Route carried "on" structure: State highway E, Year Built: 1978, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 1,107 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 1,550 (year 2041), Design Load: H 15, Features Intersected: BR MARBLE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.889, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 99.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 3197, Location: S 15 T 32 N R 4 E (Lat: 37.464231, Lng: -90.584989), Route carried "on" structure: State highway E, Year Built: 1978, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 1,107 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 1,550 (year 2041), Design Load: H 15, Features Intersected: BR MARBLE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.889, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 99.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 3197, Location: S 27 T 47 N R 3 E (Lat: 38.806478, Lng: -90.678600), Route carried "on" structure: City street 321, Year Built: 2005, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,650 (year 2040), Design Load: HS 20, Features Intersected: BR BELLEAU CR, Facility Carried by Structure: T R HUGHES BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.7m (15.4ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 3197, Location: S 27 T 47 N R 3 E (Lat: 38.806478, Lng: -90.678600), Route carried "on" structure: City street 321, Year Built: 2005, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,650 (year 2040), Design Load: HS 20, Features Intersected: BR BELLEAU CR, Facility Carried by Structure: T R HUGHES BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.7m (15.4ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 31978, Location: S 21 T 47 N R 3 E (Lat: 38.810969, Lng: -90.682411), Route carried "on" structure: City street 321, Year Built: 2005, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,650 (year 2040), Design Load: HS 20+Mod, Features Intersected: NSRR, BR OF BELLEAU CR, Facility Carried by Structure: T R HUGHES BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 71.1 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $1,742,000, Roadway Improvement Cost: $174,000, Total Project Cost: $2,613,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 31978, Location: S 21 T 47 N R 3 E (Lat: 38.810969, Lng: -90.682411), Route carried "on" structure: City street 321, Year Built: 2005, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,650 (year 2040), Design Load: HS 20+Mod, Features Intersected: NSRR, BR OF BELLEAU CR, Facility Carried by Structure: T R HUGHES BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 71.1 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $1,742,000, Roadway Improvement Cost: $174,000, Total Project Cost: $2,613,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3209, Location: S 7 T 47 N R 8 E (Lat: 38.829753, Lng: -90.705622), Route carried "on" structure: State highway P, Year Built: 1983, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 12,339 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 24,061 (year 2041), Design Load: H 20, Features Intersected: PERUQUE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.910, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.6m (77.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3209, Location: S 7 T 47 N R 8 E (Lat: 38.829753, Lng: -90.705622), Route carried "on" structure: State highway P, Year Built: 1983, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 12,339 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 24,061 (year 2041), Design Load: H 20, Features Intersected: PERUQUE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.910, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.6m (77.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: 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: 32204, Location: S 26 T 47 N R 2 E (Lat: 38.806036, Lng: -90.771717), Route carried "on" structure: City street 321, Year Built: 2009, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 24,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 37,975 (year 2040), Design Load: HS 20, Features Intersected: NSRR, Facility Carried by Structure: GUTHRIE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.380, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.6m (149.6ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 62.1 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 32204, Location: S 26 T 47 N R 2 E (Lat: 38.806036, Lng: -90.771717), Route carried "on" structure: City street 321, Year Built: 2009, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 24,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 37,975 (year 2040), Design Load: HS 20, Features Intersected: NSRR, Facility Carried by Structure: GUTHRIE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.380, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.6m (149.6ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 62.1 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 32724, Location: S 22 T 47 N R 2 E (Lat: 38.812217, Lng: -90.774847), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 620 (year 2040), Design Load: HS 20, Features Intersected: PERUQUE CR, Facility Carried by Structure: GUTHRIE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.445, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 15.8m (51.8ft)
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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 32724, Location: S 22 T 47 N R 2 E (Lat: 38.812217, Lng: -90.774847), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 620 (year 2040), Design Load: HS 20, Features Intersected: PERUQUE CR, Facility Carried by Structure: GUTHRIE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.445, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 15.8m (51.8ft)
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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 32948, Location: S 33 T 47 N R 3 E (Lat: 38.789722, Lng: -90.700000), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 310 (year 2040), Design Load: HS 20, Features Intersected: TRIB OF BELLEAU CR, Facility Carried by Structure: MEXICO LOOP RD W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 32948, Location: S 33 T 47 N R 3 E (Lat: 38.789722, Lng: -90.700000), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 310 (year 2040), Design Load: HS 20, Features Intersected: TRIB OF BELLEAU CR, Facility Carried by Structure: MEXICO LOOP RD W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 3295, Location: S 1641 T 46 N R 3 E (Lat: 38.744083, Lng: -90.732694), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: HS 20, Features Intersected: TRIB OF DARDENNE C, Facility Carried by Structure: VILLAGE CENTER DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 3295, Location: S 1641 T 46 N R 3 E (Lat: 38.744083, Lng: -90.732694), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: HS 20, Features Intersected: TRIB OF DARDENNE C, Facility Carried by Structure: VILLAGE CENTER DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022