Bridge Statistics for St. Peters, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 140Number of bridges
- 1,401ft / 427mTotal length
- $2,750,000Total costs
- 2,480,048Total average daily traffic
- 197,909Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for St. Peters
- No street view available for this location
- New bridges - historical statistics
- 61950-1959
- 21960-1969
- 41970-1979
- 141980-1989
- 481990-1999
- 282000-2009
- 382010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 61990-1999
- 32000-2009
- 12010-2019
- 12020-2022
- Bridge Condition - Deck
- 1.8%Excellent
- 66.1%Good
- 28.6%Satisfactory
- 3.6%Fair
- Bridge Condition - Superstructure
- 5.4%Very good
- 67.9%Good
- 17.9%Satisfactory
- 8.9%Fair
- Bridge Condition - Substructure
- 5.4%Excellent
- 23.2%Very good
- 41.1%Good
- 23.2%Satisfactory
- 7.1%Fair
- Bridge Condition - Channel
- 1.9%Excellent
- 7.4%Very good
- 11.1%Good
- 44.4%Satisfactory
- 31.5%Fair
- 3.7%Poor
- Bridge Condition - Culverts
- 9.7%Good
- 80.6%Satisfactory
- 9.7%Fair
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Structure Number: 11738, Location: S 29 T 47 N R 4 E (Lat: 38.798911, Lng: -90.591611), Route carried "on" structure: Ramp State highway , Year Built: 1994, Status: Open, Structure Length: 30.60m (100.39ft), Average Daily Traffic: 585 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 995 (year 2041), Design Load: HS 20+Mod, Features Intersected: IS 70, MO 370, Facility Carried by Structure: RP MO370W TO IS70E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.497, Lanes on structure: 1, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 6, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11738, Location: S 29 T 47 N R 4 E (Lat: 38.798911, Lng: -90.591611), Route carried "on" structure: Ramp State highway , Year Built: 1994, Status: Open, Structure Length: 30.60m (100.39ft), Average Daily Traffic: 585 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 995 (year 2041), Design Load: HS 20+Mod, Features Intersected: IS 70, MO 370, Facility Carried by Structure: RP MO370W TO IS70E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.497, Lanes on structure: 1, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 6, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 11739, Location: S 1786 T 47 N R 4 E (Lat: 38.817486, Lng: -90.561161), Route carried "on" structure: State highway 370, Year Built: 1995, Status: Open, Structure Length: 13.87m (45.51ft), Average Daily Traffic: 22,258 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 37,839 (year 2041), Design Load: HS 25 or greater, Features Intersected: CST LAKESIDE PARK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.239, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 66.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11739, Location: S 1786 T 47 N R 4 E (Lat: 38.817486, Lng: -90.561161), Route carried "on" structure: State highway 370, Year Built: 1995, Status: Open, Structure Length: 13.87m (45.51ft), Average Daily Traffic: 22,258 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 37,839 (year 2041), Design Load: HS 25 or greater, Features Intersected: CST LAKESIDE PARK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.239, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 66.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 11742, Location: S 1799 T 47 N R 4 E (Lat: 38.798525, Lng: -90.603478), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 12.04m (39.50ft), Average Daily Traffic: 6,248 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 11,246 (year 2041), Design Load: HS 20+Mod, Features Intersected: OR 70, IS 70, Facility Carried by Structure: SPENCER RD S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.182, Lanes on structure: 5, Lanes under structure: 16, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.9m (91.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.2m (72.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 82.8 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: Meets minimum limits, Underclear: High priority of corrective action, 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: 11742, Location: S 1799 T 47 N R 4 E (Lat: 38.798525, Lng: -90.603478), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 12.04m (39.50ft), Average Daily Traffic: 6,248 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 11,246 (year 2041), Design Load: HS 20+Mod, Features Intersected: OR 70, IS 70, Facility Carried by Structure: SPENCER RD S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.182, Lanes on structure: 5, Lanes under structure: 16, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.9m (91.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.2m (72.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 82.8 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: Meets minimum limits, Underclear: High priority of corrective action, 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: 11953, Location: S 10 T 46 N R 4 E (Lat: 38.752928, Lng: -90.553778), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 3,182 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 6,205 (year 2041), Design Load: HS 20, Features Intersected: MO 94, Facility Carried by Structure: HERITAGE CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 5, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.4m (99.7ft), Curb-To-Curb Width: 22.8m (74.8ft), Out-to-Out Width: 23.6m (77.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, 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: 11953, Location: S 10 T 46 N R 4 E (Lat: 38.752928, Lng: -90.553778), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 3,182 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 6,205 (year 2041), Design Load: HS 20, Features Intersected: MO 94, Facility Carried by Structure: HERITAGE CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 5, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.4m (99.7ft), Curb-To-Curb Width: 22.8m (74.8ft), Out-to-Out Width: 23.6m (77.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, 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: 12135, Location: S 28 T 47 N R 4 E (Lat: 38.797489, Lng: -90.581025), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 11.89m (39.01ft), Average Daily Traffic: 2,012 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,923 (year 2040), Design Load: HS 25 or greater, Features Intersected: OR 70, IS 70, Facility Carried by Structure: EXECUTIVE CENTRE P
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.837, Lanes on structure: 4, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 23.7m (77.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 79.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12135, Location: S 28 T 47 N R 4 E (Lat: 38.797489, Lng: -90.581025), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 11.89m (39.01ft), Average Daily Traffic: 2,012 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,923 (year 2040), Design Load: HS 25 or greater, Features Intersected: OR 70, IS 70, Facility Carried by Structure: EXECUTIVE CENTRE P
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.837, Lanes on structure: 4, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 23.7m (77.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 79.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 20059, Location: S 292 T 46 N R 3 E (Lat: 38.734542, Lng: -90.631756), Route carried "on" structure: County highway 245, Year Built: 1974, Year Reconstructed: 2006, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 8,509 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 13,189 (year 2040), Design Load: HS 20, Features Intersected: TRIB OF DARDENNE C, Facility Carried by Structure: PITMAN HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $12,000, Total Project Cost: $180,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20059, Location: S 292 T 46 N R 3 E (Lat: 38.734542, Lng: -90.631756), Route carried "on" structure: County highway 245, Year Built: 1974, Year Reconstructed: 2006, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 8,509 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 13,189 (year 2040), Design Load: HS 20, Features Intersected: TRIB OF DARDENNE C, Facility Carried by Structure: PITMAN HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $12,000, Total Project Cost: $180,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 23075, Location: S 62 T 47 N R 4 E (Lat: 38.788333, Lng: -90.612222), Route carried "on" structure: City street , Year Built: 1987, Year Reconstructed: 1999, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 25,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 38,750 (year 2040), Features Intersected: BR OF SPENCER CR, Facility Carried by Structure: MEXICO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.8m (25.6ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 23075, Location: S 62 T 47 N R 4 E (Lat: 38.788333, Lng: -90.612222), Route carried "on" structure: City street , Year Built: 1987, Year Reconstructed: 1999, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 25,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 38,750 (year 2040), Features Intersected: BR OF SPENCER CR, Facility Carried by Structure: MEXICO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.8m (25.6ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 23076, Location: S 32 T 47 N R 4 E (Lat: 38.791817, Lng: -90.601331), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 23,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 35,650 (year 2040), Features Intersected: SPENCER CR, Facility Carried by Structure: MEXICO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.231, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 23076, Location: S 32 T 47 N R 4 E (Lat: 38.791817, Lng: -90.601331), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 23,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 35,650 (year 2040), Features Intersected: SPENCER CR, Facility Carried by Structure: MEXICO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.231, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 2308, Location: S 20 T 45 N R 21 W (Lat: 38.659781, Lng: -93.253653), Route carried "on" structure: US 65, Year Built: 1974, Year Reconstructed: 2020, Status: Open, Structure Length: 11.28m (37.01ft), Average Daily Traffic: 7,258 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 12,702 (year 2041), Design Load: HS 20, Features Intersected: FLAT CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 245.977, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Excellent, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2308, Location: S 20 T 45 N R 21 W (Lat: 38.659781, Lng: -93.253653), Route carried "on" structure: US 65, Year Built: 1974, Year Reconstructed: 2020, Status: Open, Structure Length: 11.28m (37.01ft), Average Daily Traffic: 7,258 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 12,702 (year 2041), Design Load: HS 20, Features Intersected: FLAT CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 245.977, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Excellent, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2308, Location: S 1738 T 47 N R 3 E (Lat: 38.787381, Lng: -90.644728), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 22,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 34,100 (year 2040), Design Load: HS 20, Features Intersected: DARDENNE CR, Facility Carried by Structure: MEXICO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.288, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.3m (76.4ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2308, Location: S 1738 T 47 N R 3 E (Lat: 38.787381, Lng: -90.644728), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 22,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 34,100 (year 2040), Design Load: HS 20, Features Intersected: DARDENNE CR, Facility Carried by Structure: MEXICO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.288, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.3m (76.4ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 23082, Location: S 1 T 46 N R 3 E (Lat: 38.768806, Lng: -90.629472), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 20,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 31,000 (year 2040), Design Load: HS 20, Features Intersected: DARDENNE CR, Facility Carried by Structure: MID RIVERS MALL DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.0m (75.5ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 23082, Location: S 1 T 46 N R 3 E (Lat: 38.768806, Lng: -90.629472), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 20,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 31,000 (year 2040), Design Load: HS 20, Features Intersected: DARDENNE CR, Facility Carried by Structure: MID RIVERS MALL DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.0m (75.5ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 23084, Location: S 9 T 46 N R 4 E (Lat: 38.763333, Lng: -90.576667), Route carried "on" structure: City street 388, Year Built: 1975, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,325 (year 2040), Design Load: H 20, Features Intersected: SPENCER CR, Facility Carried by Structure: MILL WOOD DR
Minimum Vertical Clearance: 3.66m (12.01ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: Good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 23084, Location: S 9 T 46 N R 4 E (Lat: 38.763333, Lng: -90.576667), Route carried "on" structure: City street 388, Year Built: 1975, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,325 (year 2040), Design Load: H 20, Features Intersected: SPENCER CR, Facility Carried by Structure: MILL WOOD DR
Minimum Vertical Clearance: 3.66m (12.01ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: Good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 24077, Location: S 22 T 46 N R 4 E (Lat: 38.739539, Lng: -90.568269), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 714 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,107 (year 2040), Features Intersected: DUCKETT CR, Facility Carried by Structure: COUNTRY KNOLL DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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: 24077, Location: S 22 T 46 N R 4 E (Lat: 38.739539, Lng: -90.568269), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 714 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,107 (year 2040), Features Intersected: DUCKETT CR, Facility Carried by Structure: COUNTRY KNOLL DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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: 28433, Location: S 17 T 46 N R 4 E (Lat: 38.748278, Lng: -90.596067), Route carried "on" structure: City street 388, Year Built: 1984, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 800 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,240 (year 2040), Design Load: HS 20, Features Intersected: TRIB OF SPENCER CR, Facility Carried by Structure: MOZARKITE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, 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: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 28433, Location: S 17 T 46 N R 4 E (Lat: 38.748278, Lng: -90.596067), Route carried "on" structure: City street 388, Year Built: 1984, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 800 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,240 (year 2040), Design Load: HS 20, Features Intersected: TRIB OF SPENCER CR, Facility Carried by Structure: MOZARKITE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, 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: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 28498, Location: S 1784 T 46 N R 3 E (Lat: 38.744175, Lng: -90.632086), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,750 (year 2040), Design Load: HS 20, Features Intersected: BALTIC CR, Facility Carried by Structure: CENTRAL SCHOOL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 28498, Location: S 1784 T 46 N R 3 E (Lat: 38.744175, Lng: -90.632086), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,750 (year 2040), Design Load: HS 20, Features Intersected: BALTIC CR, Facility Carried by Structure: CENTRAL SCHOOL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 28499, Location: S 1799 T 47 N R 4 E (Lat: 38.802083, Lng: -90.602975), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,750 (year 2040), Design Load: HS 20, Features Intersected: NS RR, Facility Carried by Structure: SPENCER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.265, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28499, Location: S 1799 T 47 N R 4 E (Lat: 38.802083, Lng: -90.602975), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,750 (year 2040), Design Load: HS 20, Features Intersected: NS RR, Facility Carried by Structure: SPENCER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.265, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 285, Location: S 13 T 40 N R 1 W (Lat: 38.195439, Lng: -90.981228), Route carried "on" structure: State highway A, Year Built: 1958, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 456 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 638 (year 2041), Design Load: H 15, Features Intersected: INDIAN CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.631, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 1, Length of Maximum Span: 16.0m (52.5ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 285, Location: S 13 T 40 N R 1 W (Lat: 38.195439, Lng: -90.981228), Route carried "on" structure: State highway A, Year Built: 1958, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 456 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 638 (year 2041), Design Load: H 15, Features Intersected: INDIAN CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.631, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 1, Length of Maximum Span: 16.0m (52.5ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 285, Location: S 1731 T 47 N R 4 E (Lat: 38.795833, Lng: -90.604722), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,750 (year 2040), Design Load: HS 20, Features Intersected: SPENCER CR, Facility Carried by Structure: SPENCER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.541, Lanes on structure: 4, Owner: City or Municipal 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: 14.8m (48.6ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 22.2m (72.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 285, Location: S 1731 T 47 N R 4 E (Lat: 38.795833, Lng: -90.604722), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,750 (year 2040), Design Load: HS 20, Features Intersected: SPENCER CR, Facility Carried by Structure: SPENCER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.541, Lanes on structure: 4, Owner: City or Municipal 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: 14.8m (48.6ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 22.2m (72.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28501, Location: S 2 T 46 N R 3 E (Lat: 38.770067, Lng: -90.649344), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,650 (year 2040), Design Load: HS 20, Features Intersected: TRIB OF DARDENNE C, Facility Carried by Structure: OHMES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 28501, Location: S 2 T 46 N R 3 E (Lat: 38.770067, Lng: -90.649344), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,650 (year 2040), Design Load: HS 20, Features Intersected: TRIB OF DARDENNE C, Facility Carried by Structure: OHMES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 2874, Location: S 12 T 46 N R 3 E (Lat: 38.756389, Lng: -90.636667), Route carried "on" structure: City street , Year Built: 1990, Year Reconstructed: 2019, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 20,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 31,000 (year 2040), Design Load: HS 20, Features Intersected: DARDENNE CR, Facility Carried by Structure: MID RIVERS MALL DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.7m (77.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.0m (75.5ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 23.7m (77.8ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 80.1 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2874, Location: S 12 T 46 N R 3 E (Lat: 38.756389, Lng: -90.636667), Route carried "on" structure: City street , Year Built: 1990, Year Reconstructed: 2019, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 20,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 31,000 (year 2040), Design Load: HS 20, Features Intersected: DARDENNE CR, Facility Carried by Structure: MID RIVERS MALL DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.7m (77.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.0m (75.5ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 23.7m (77.8ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 80.1 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, 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: 29057, Location: S 10 T 46 N R 4 W (Lat: 38.750978, Lng: -90.562867), Route carried "on" structure: State highway 94, Year Built: 2001, Status: Open, Structure Length: 3.48m (11.42ft), Average Daily Traffic: 34,519 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 58,682 (year 2041), Design Load: HS 20+Mod, Features Intersected: CRD JUNGS STATION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 172.187, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Inventory Rating: 51.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 29057, Location: S 10 T 46 N R 4 W (Lat: 38.750978, Lng: -90.562867), Route carried "on" structure: State highway 94, Year Built: 2001, Status: Open, Structure Length: 3.48m (11.42ft), Average Daily Traffic: 34,519 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 58,682 (year 2041), Design Load: HS 20+Mod, Features Intersected: CRD JUNGS STATION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 172.187, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Inventory Rating: 51.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2906, Location: S 10 T 46 N R 4 W (Lat: 38.751225, Lng: -90.562886), Route carried "on" structure: State highway 94, Year Built: 2001, Status: Open, Structure Length: 3.48m (11.42ft), Average Daily Traffic: 21,275 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 36,168 (year 2041), Design Load: HS 20+Mod, Features Intersected: CRD JUNGS STATION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.133, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 50.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2906, Location: S 10 T 46 N R 4 W (Lat: 38.751225, Lng: -90.562886), Route carried "on" structure: State highway 94, Year Built: 2001, Status: Open, Structure Length: 3.48m (11.42ft), Average Daily Traffic: 21,275 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 36,168 (year 2041), Design Load: HS 20+Mod, Features Intersected: CRD JUNGS STATION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.133, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 50.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 29131, Location: S 1784 T 46 N R 4 E (Lat: 38.742961, Lng: -90.615431), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 6,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 9,300 (year 2040), Design Load: HS 20, Features Intersected: TRIB OF DARDENNE C, Facility Carried by Structure: CENTRAL SCHOOL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 29131, Location: S 1784 T 46 N R 4 E (Lat: 38.742961, Lng: -90.615431), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 6,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 9,300 (year 2040), Design Load: HS 20, Features Intersected: TRIB OF DARDENNE C, Facility Carried by Structure: CENTRAL SCHOOL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 29246, Location: S 30 T 47 N R 4 E (Lat: 38.796200, Lng: -90.610639), Route carried "on" structure: City street , Year Built: 1981, Year Reconstructed: 2002, Status: Posted for load, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 5,600 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 8,680 (year 2040), Features Intersected: TRIB OF SPENCER CR, Facility Carried by Structure: SUEMANDY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.1m (3.6ft)
Condition: Channel: Good, 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 29246, Location: S 30 T 47 N R 4 E (Lat: 38.796200, Lng: -90.610639), Route carried "on" structure: City street , Year Built: 1981, Year Reconstructed: 2002, Status: Posted for load, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 5,600 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 8,680 (year 2040), Features Intersected: TRIB OF SPENCER CR, Facility Carried by Structure: SUEMANDY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.1m (3.6ft)
Condition: Channel: Good, 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 2925, Location: S 30 T 47 N R 4 E (Lat: 38.797100, Lng: -90.610392), Route carried "on" structure: City street , Year Built: 1981, Year Reconstructed: 2001, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 5,600 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 8,680 (year 2040), Features Intersected: TRIB OF SPENCER CR, Facility Carried by Structure: SUEMANDY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.0m (3.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 2925, Location: S 30 T 47 N R 4 E (Lat: 38.797100, Lng: -90.610392), Route carried "on" structure: City street , Year Built: 1981, Year Reconstructed: 2001, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 5,600 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 8,680 (year 2040), Features Intersected: TRIB OF SPENCER CR, Facility Carried by Structure: SUEMANDY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.0m (3.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 29252, Location: S 30 T 47 N R 4 E (Lat: 38.795675, Lng: -90.610392), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,550 (year 2040), Features Intersected: TRIB OF SPENCER CR, Facility Carried by Structure: EXEC CENTRE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 29252, Location: S 30 T 47 N R 4 E (Lat: 38.795675, Lng: -90.610392), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,550 (year 2040), Features Intersected: TRIB OF SPENCER CR, Facility Carried by Structure: EXEC CENTRE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 30124, Location: S 23 T 46 N R 4 E (Lat: 38.732450, Lng: -90.552269), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 6,178 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 9,576 (year 2040), Features Intersected: TRIB OF DUCKETT CR, Facility Carried by Structure: UPPER BOTTOM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: Febuary 2022
Structure Number: 30124, Location: S 23 T 46 N R 4 E (Lat: 38.732450, Lng: -90.552269), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 6,178 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 9,576 (year 2040), Features Intersected: TRIB OF DUCKETT CR, Facility Carried by Structure: UPPER BOTTOM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: Febuary 2022
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Structure Number: 30126, Location: S 20 T 46 N R 4 E (Lat: 38.736889, Lng: -90.602722), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 7,880 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 12,214 (year 2040), Features Intersected: TRIB OF DARDENNE C, Facility Carried by Structure: DINGELDINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 30126, Location: S 20 T 46 N R 4 E (Lat: 38.736889, Lng: -90.602722), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 7,880 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 12,214 (year 2040), Features Intersected: TRIB OF DARDENNE C, Facility Carried by Structure: DINGELDINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 30309, Location: S 6 T 47 N R 4 E (Lat: 38.858506, Lng: -90.619172), Route carried "on" structure: State highway C, Year Built: 2004, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 699 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,363 (year 2041), Design Load: HS 20, Features Intersected: BELLEAU CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.223, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.2m (33.5ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.3m (53.5ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Fair, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 30309, Location: S 6 T 47 N R 4 E (Lat: 38.858506, Lng: -90.619172), Route carried "on" structure: State highway C, Year Built: 2004, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 699 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,363 (year 2041), Design Load: HS 20, Features Intersected: BELLEAU CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.223, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.2m (33.5ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.3m (53.5ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Fair, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: 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: 30677, Location: S 354 T 46 N R 3 E (Lat: 38.767250, Lng: -90.661303), Route carried "on" structure: City street 231, Year Built: 2004, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 13,660 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 21,173 (year 2040), Design Load: HS 20, Features Intersected: TRIB DARDENNE CR, Facility Carried by Structure: BIRDIE HILLS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Fair, Culverts: 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: 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 30677, Location: S 354 T 46 N R 3 E (Lat: 38.767250, Lng: -90.661303), Route carried "on" structure: City street 231, Year Built: 2004, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 13,660 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 21,173 (year 2040), Design Load: HS 20, Features Intersected: TRIB DARDENNE CR, Facility Carried by Structure: BIRDIE HILLS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Fair, Culverts: 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: 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 30679, Location: S 22 T 46 N R 4 E (Lat: 38.736125, Lng: -90.566372), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,716 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,660 (year 2040), Design Load: HS 20, Features Intersected: DUCKETT CR, Facility Carried by Structure: EAGLES HILL RIDG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 30679, Location: S 22 T 46 N R 4 E (Lat: 38.736125, Lng: -90.566372), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,716 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,660 (year 2040), Design Load: HS 20, Features Intersected: DUCKETT CR, Facility Carried by Structure: EAGLES HILL RIDG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 31253, Location: S 285 T 46 N R 4 E (Lat: 38.763444, Lng: -90.620917), Route carried "on" structure: County highway 236, Year Built: 2006, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 8,945 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 13,865 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO DARDENNE C, Facility Carried by Structure: ST PETERS HOWELL R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 68.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.14m (0.46ft), 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), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31253, Location: S 285 T 46 N R 4 E (Lat: 38.763444, Lng: -90.620917), Route carried "on" structure: County highway 236, Year Built: 2006, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 8,945 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 13,865 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO DARDENNE C, Facility Carried by Structure: ST PETERS HOWELL R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 68.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.14m (0.46ft), 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), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31254, Location: S 285 T 46 N R 4 E (Lat: 38.752472, Lng: -90.618528), Route carried "on" structure: County highway 236, Year Built: 2006, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 10,884 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 16,870 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO DARDENNE C, Facility Carried by Structure: ST PETERS HOWELL R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.16m (0.52ft), 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), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31254, Location: S 285 T 46 N R 4 E (Lat: 38.752472, Lng: -90.618528), Route carried "on" structure: County highway 236, Year Built: 2006, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 10,884 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 16,870 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO DARDENNE C, Facility Carried by Structure: ST PETERS HOWELL R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.16m (0.52ft), 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), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31255, Location: S 285 T 46 N R 4 E (Lat: 38.747528, Lng: -90.613556), Route carried "on" structure: County highway 236, Year Built: 2006, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 13,573 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 21,038 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO DARDENNE C, Facility Carried by Structure: ST PETERS HOWELL R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Inventory Rating: 61.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.18m (0.59ft), 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), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31255, Location: S 285 T 46 N R 4 E (Lat: 38.747528, Lng: -90.613556), Route carried "on" structure: County highway 236, Year Built: 2006, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 13,573 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 21,038 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO DARDENNE C, Facility Carried by Structure: ST PETERS HOWELL R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Inventory Rating: 61.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.18m (0.59ft), 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), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3156, Location: S 739 T 46 N R 3 E (Lat: 38.783369, Lng: -90.662244), Route carried "on" structure: County highway 231, Year Built: 2005, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 14,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 21,700 (year 2040), Design Load: HS 20, Features Intersected: TRIB OF DARDENNE C, Facility Carried by Structure: BIRDIE HILLS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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
Structure Number: 3156, Location: S 739 T 46 N R 3 E (Lat: 38.783369, Lng: -90.662244), Route carried "on" structure: County highway 231, Year Built: 2005, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 14,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 21,700 (year 2040), Design Load: HS 20, Features Intersected: TRIB OF DARDENNE C, Facility Carried by Structure: BIRDIE HILLS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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
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Structure Number: 31967, Location: S 16 T 46 N R 4 E (Lat: 38.748986, Lng: -90.577689), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 7,232 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 13,018 (year 2041), Design Load: HS 25 or greater, Features Intersected: MO 94, Facility Carried by Structure: HARVESTER RD S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.919, Lanes on structure: 5, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.8m (84.6ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 31967, Location: S 16 T 46 N R 4 E (Lat: 38.748986, Lng: -90.577689), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 7,232 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 13,018 (year 2041), Design Load: HS 25 or greater, Features Intersected: MO 94, Facility Carried by Structure: HARVESTER RD S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.919, Lanes on structure: 5, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.8m (84.6ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 31991, Location: S 30 T 47 N R 4 E (Lat: 38.794800, Lng: -90.603200), Route carried "on" structure: City street 388, Year Built: 2005, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,550 (year 2040), Design Load: HS 20+Mod, Features Intersected: SPENCER CR, Facility Carried by Structure: EXECUTIVE CENTRE P
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.380, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 62.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 31991, Location: S 30 T 47 N R 4 E (Lat: 38.794800, Lng: -90.603200), Route carried "on" structure: City street 388, Year Built: 2005, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,550 (year 2040), Design Load: HS 20+Mod, Features Intersected: SPENCER CR, Facility Carried by Structure: EXECUTIVE CENTRE P
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.380, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 62.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 32834, Location: S 17 T 46 N R 4 E (Lat: 38.747150, Lng: -90.591292), Route carried "on" structure: State highway 94, Year Built: 2012, Status: Open, Structure Length: 3.55m (11.65ft), Average Daily Traffic: 34,519 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 58,682 (year 2041), Features Intersected: CST JUNGERMANN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 169.672, Lanes on structure: 5, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.2m (79.4ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 24.2m (79.4ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: 32834, Location: S 17 T 46 N R 4 E (Lat: 38.747150, Lng: -90.591292), Route carried "on" structure: State highway 94, Year Built: 2012, Status: Open, Structure Length: 3.55m (11.65ft), Average Daily Traffic: 34,519 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 58,682 (year 2041), Features Intersected: CST JUNGERMANN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 169.672, Lanes on structure: 5, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.2m (79.4ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 24.2m (79.4ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: 32837, Location: S 16 T 46 N R 4 E (Lat: 38.748056, Lng: -90.584167), Route carried "on" structure: State highway 94, Year Built: 2011, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 34,519 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 58,682 (year 2041), Features Intersected: CST WOODSTONE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 170.317, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.6m (67.6ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 21.4m (70.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 72.9 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, 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: 32837, Location: S 16 T 46 N R 4 E (Lat: 38.748056, Lng: -90.584167), Route carried "on" structure: State highway 94, Year Built: 2011, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 34,519 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 58,682 (year 2041), Features Intersected: CST WOODSTONE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 170.317, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.6m (67.6ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 21.4m (70.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 72.9 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, 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: 32859, Location: S 17 T 46 N R 4 E (Lat: 38.747403, Lng: -90.591356), Route carried "on" structure: State highway 94, Year Built: 2012, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 33,818 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 57,491 (year 2041), Features Intersected: CST JUNGERMANN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.647, Lanes on structure: 5, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.2m (79.4ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 24.2m (79.4ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 32859, Location: S 17 T 46 N R 4 E (Lat: 38.747403, Lng: -90.591356), Route carried "on" structure: State highway 94, Year Built: 2012, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 33,818 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 57,491 (year 2041), Features Intersected: CST JUNGERMANN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.647, Lanes on structure: 5, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.2m (79.4ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 24.2m (79.4ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 32869, Location: S 16 T 46 N R 4 E (Lat: 38.748325, Lng: -90.584033), Route carried "on" structure: State highway 94, Year Built: 2011, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 33,818 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 57,491 (year 2041), Features Intersected: CST WOODSTONE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.987, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.6m (67.6ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 21.4m (70.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, 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: 32869, Location: S 16 T 46 N R 4 E (Lat: 38.748325, Lng: -90.584033), Route carried "on" structure: State highway 94, Year Built: 2011, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 33,818 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 57,491 (year 2041), Features Intersected: CST WOODSTONE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.987, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.6m (67.6ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 21.4m (70.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, 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: 32872, Location: S 18 T 46 N R 4 E (Lat: 38.740639, Lng: -90.611906), Route carried "on" structure: State highway 94, Year Built: 2012, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 48,295 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 82,102 (year 2041), Design Load: HS 20+Mod, Features Intersected: BR DARDENNE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 167.705, Lanes on structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 58.5m (191.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Poor, 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: November 2021
Structure Number: 32872, Location: S 18 T 46 N R 4 E (Lat: 38.740639, Lng: -90.611906), Route carried "on" structure: State highway 94, Year Built: 2012, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 48,295 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 82,102 (year 2041), Design Load: HS 20+Mod, Features Intersected: BR DARDENNE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 167.705, Lanes on structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 58.5m (191.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Poor, 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: November 2021
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Structure Number: 32899, Location: S 17 T 46 N R 6 E (Lat: 38.741883, Lng: -90.608281), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 1,021 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,991 (year 2041), Features Intersected: MO 94, Facility Carried by Structure: HARVESTOWNE INDUST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.084, Lanes on structure: 6, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.7m (87.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 24.5m (80.4ft), Out-to-Out Width: 25.7m (84.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 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: 32899, Location: S 17 T 46 N R 6 E (Lat: 38.741883, Lng: -90.608281), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 1,021 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,991 (year 2041), Features Intersected: MO 94, Facility Carried by Structure: HARVESTOWNE INDUST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.084, Lanes on structure: 6, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.7m (87.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 24.5m (80.4ft), Out-to-Out Width: 25.7m (84.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 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: 32934, Location: S 1785 T 46 N R 3 E (Lat: 38.739250, Lng: -90.631519), Route carried "on" structure: ServiceState highway 94, Year Built: 2010, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 10,565 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 20,602 (year 2041), Design Load: HS 20+Mod, Features Intersected: BALTIC CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.891, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.9m (16.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Channel: Satisfactory, 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: November 2021
Structure Number: 32934, Location: S 1785 T 46 N R 3 E (Lat: 38.739250, Lng: -90.631519), Route carried "on" structure: ServiceState highway 94, Year Built: 2010, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 10,565 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 20,602 (year 2041), Design Load: HS 20+Mod, Features Intersected: BALTIC CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.891, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.9m (16.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Channel: Satisfactory, 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: November 2021