Bridge Statistics for St. Louis, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 608Number of bridges
- 12,736ft / 3,882mTotal length
- $695,294,000Total costs
- 13,779,107Total average daily traffic
- 1,792,072Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for St. Louis
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 11900-1909
- 61910-1919
- 31920-1929
- 281930-1939
- 91940-1949
- 671950-1959
- 1481960-1969
- 901970-1979
- 371980-1989
- 291990-1999
- 872000-2009
- 882010-2019
- 142020-2022
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 11960-1969
- 101970-1979
- 341980-1989
- 101990-1999
- 172000-2009
- 102010-2019
- 32020-2022
- Bridge Condition - Deck
- 2.8%Excellent
- 2.5%Very good
- 37.9%Good
- 34.8%Satisfactory
- 16.0%Fair
- 2.8%Poor
- 3.2%Serious
- Bridge Condition - Superstructure
- 5.9%Excellent
- 6.6%Very good
- 31.8%Good
- 26.6%Satisfactory
- 21.3%Fair
- 4.9%Poor
- 2.8%Serious
- Bridge Condition - Substructure
- 5.2%Excellent
- 14.7%Very good
- 32.2%Good
- 32.5%Satisfactory
- 11.9%Fair
- 2.1%Poor
- 1.4%Serious
- Bridge Condition - Channel
- 3.7%Excellent
- 12.7%Very good
- 14.9%Good
- 38.1%Satisfactory
- 25.4%Fair
- 5.2%Poor
- Bridge Condition - Culverts
- 7.0%Very good
- 7.0%Good
- 63.2%Satisfactory
- 17.5%Fair
- 5.3%Poor
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Structure Number: 10077, Location: S 13 T 22 N R 15 W (Lat: 36.586319, Lng: -92.564361), Route carried "on" structure: US 160, Year Built: 1985, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 1,738 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,650 (year 2041), Design Load: HS 20, Features Intersected: N FK SPRING RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 299.805, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.1m (49.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10077, Location: S 13 T 22 N R 15 W (Lat: 36.586319, Lng: -92.564361), Route carried "on" structure: US 160, Year Built: 1985, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 1,738 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,650 (year 2041), Design Load: HS 20, Features Intersected: N FK SPRING RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 299.805, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.1m (49.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10078, Location: S 16 T 22 N R 12 W (Lat: 36.587553, Lng: -92.288575), Route carried "on" structure: US 160, Year Built: 1987, Status: Open, Structure Length: 14.30m (46.92ft), Average Daily Traffic: 1,711 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 3,593 (year 2041), Design Load: HS 20, Features Intersected: NORFORK LK, NORFORK LK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 327.407, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.0m (78.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 75.6 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: Somewhat better than minimum adequacy, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Underwater Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10078, Location: S 16 T 22 N R 12 W (Lat: 36.587553, Lng: -92.288575), Route carried "on" structure: US 160, Year Built: 1987, Status: Open, Structure Length: 14.30m (46.92ft), Average Daily Traffic: 1,711 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 3,593 (year 2041), Design Load: HS 20, Features Intersected: NORFORK LK, NORFORK LK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 327.407, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.0m (78.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 75.6 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: Somewhat better than minimum adequacy, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Underwater Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10079, Location: S 36 T 28 N R 22 W (Lat: 37.091881, Lng: -93.297719), Route carried "on" structure: US 160, Year Built: 1983, Status: Open, Structure Length: 10.42m (34.19ft), Average Daily Traffic: 11,390 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 19,933 (year 2041), Design Load: HS 20, Features Intersected: JAMES RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 355.096, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10079, Location: S 36 T 28 N R 22 W (Lat: 37.091881, Lng: -93.297719), Route carried "on" structure: US 160, Year Built: 1983, Status: Open, Structure Length: 10.42m (34.19ft), Average Daily Traffic: 11,390 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 19,933 (year 2041), Design Load: HS 20, Features Intersected: JAMES RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 355.096, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10081, Location: S 1 T 26 N R 22 W (Lat: 36.986350, Lng: -93.294756), Route carried "on" structure: US 160, Year Built: 1983, Status: Open, Structure Length: 22.92m (75.20ft), Average Daily Traffic: 11,932 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 20,881 (year 2041), Design Load: H 20, Features Intersected: FINLEY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 177.152, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 23.0m (75.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10081, Location: S 1 T 26 N R 22 W (Lat: 36.986350, Lng: -93.294756), Route carried "on" structure: US 160, Year Built: 1983, Status: Open, Structure Length: 22.92m (75.20ft), Average Daily Traffic: 11,932 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 20,881 (year 2041), Design Load: H 20, Features Intersected: FINLEY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 177.152, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 23.0m (75.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1053, Location: S 17 T 44 N R 7 E (Lat: 38.554039, Lng: -90.263111), Route carried "on" structure: Interstate 55, Year Built: 1963, Year Reconstructed: 2005, Status: Posted for load, Structure Length: 19.81m (64.99ft), Average Daily Traffic: 50,796 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 63,495 (year 2041), Design Load: HS 20+Mod, Features Intersected: MO PAC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.357, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 22.2m (72.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 1053, Location: S 17 T 44 N R 7 E (Lat: 38.554039, Lng: -90.263111), Route carried "on" structure: Interstate 55, Year Built: 1963, Year Reconstructed: 2005, Status: Posted for load, Structure Length: 19.81m (64.99ft), Average Daily Traffic: 50,796 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 63,495 (year 2041), Design Load: HS 20+Mod, Features Intersected: MO PAC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.357, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 22.2m (72.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 1121, Location: S 30 T 39 N R 13 W (Lat: 38.086906, Lng: -92.387222), Route carried "on" structure: State highway 42, Year Built: 1964, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 2,142 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 4,498 (year 2041), Design Load: H 15, Features Intersected: BARREN FK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.305, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.3m (40.4ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.45m (1.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $386,000, Roadway Improvement Cost: $39,000, Total Project Cost: $580,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1121, Location: S 30 T 39 N R 13 W (Lat: 38.086906, Lng: -92.387222), Route carried "on" structure: State highway 42, Year Built: 1964, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 2,142 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 4,498 (year 2041), Design Load: H 15, Features Intersected: BARREN FK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.305, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.3m (40.4ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.45m (1.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $386,000, Roadway Improvement Cost: $39,000, Total Project Cost: $580,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 113, Location: S 3 T 24 N R 18 W (Lat: 36.799289, Lng: -92.910661), Route carried "on" structure: State highway 125, Year Built: 1964, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 596 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 1,252 (year 2041), Design Load: H 15, Features Intersected: CLAYTON CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 87.429, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 113, Location: S 3 T 24 N R 18 W (Lat: 36.799289, Lng: -92.910661), Route carried "on" structure: State highway 125, Year Built: 1964, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 596 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 1,252 (year 2041), Design Load: H 15, Features Intersected: CLAYTON CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 87.429, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 11732, Location: S 25 T 45 N R 7 E (Lat: 38.615067, Lng: -90.194044), Route carried "on" structure: Interstate 44, Year Built: 1976, Status: Posted for load, Structure Length: 96.77m (317.49ft), Average Daily Traffic: 56,368 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 70,460 (year 2041), Design Load: HS 20+Mod, Features Intersected: CST PARK AVE, MO 100,
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 3.174, Lanes on structure: 3, Lanes under structure: 24, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 27, Number Of Approach Spans: 14, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: September 2021, Other Special Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 11732, Location: S 25 T 45 N R 7 E (Lat: 38.615067, Lng: -90.194044), Route carried "on" structure: Interstate 44, Year Built: 1976, Status: Posted for load, Structure Length: 96.77m (317.49ft), Average Daily Traffic: 56,368 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 70,460 (year 2041), Design Load: HS 20+Mod, Features Intersected: CST PARK AVE, MO 100,
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 3.174, Lanes on structure: 3, Lanes under structure: 24, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 27, Number Of Approach Spans: 14, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: September 2021, Other Special Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 11769, Location: S 13 T 45 N R 7 E (Lat: 38.614942, Lng: -90.193883), Route carried "on" structure: Interstate 44, Year Built: 1952, Year Reconstructed: 1978, Status: Posted for load, Structure Length: 98.36m (322.70ft), Average Daily Traffic: 54,580 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 68,225 (year 2041), Design Load: HS 20, Features Intersected: CST PARK AVE, MO 100,
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 467.647, Lanes on structure: 4, Lanes under structure: 20, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Number Of Approach Spans: 45, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 26.3m (86.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 11769, Location: S 13 T 45 N R 7 E (Lat: 38.614942, Lng: -90.193883), Route carried "on" structure: Interstate 44, Year Built: 1952, Year Reconstructed: 1978, Status: Posted for load, Structure Length: 98.36m (322.70ft), Average Daily Traffic: 54,580 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 68,225 (year 2041), Design Load: HS 20, Features Intersected: CST PARK AVE, MO 100,
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 467.647, Lanes on structure: 4, Lanes under structure: 20, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Number Of Approach Spans: 45, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 26.3m (86.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 11805, Location: S 14 T 46 N R 7 E (Lat: 38.673006, Lng: -90.204317), Route carried "on" structure: Interstate 70, Year Built: 1999, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 89,080 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 111,350 (year 2041), Design Load: HS 25 or greater, Features Intersected: CST GRAND BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 398.004, Lanes on structure: 8, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 45.2m (148.3ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 46.2m (151.6ft), Out-to-Out Width: 48.3m (158.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11805, Location: S 14 T 46 N R 7 E (Lat: 38.673006, Lng: -90.204317), Route carried "on" structure: Interstate 70, Year Built: 1999, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 89,080 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 111,350 (year 2041), Design Load: HS 25 or greater, Features Intersected: CST GRAND BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 398.004, Lanes on structure: 8, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 45.2m (148.3ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 46.2m (151.6ft), Out-to-Out Width: 48.3m (158.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: July 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: 11834, Location: S 29 T 46 N R 7 E (Lat: 38.688508, Lng: -90.250972), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 19,628 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 27,479 (year 2041), Design Load: HS 20+Mod, Features Intersected: IS 70, RV 70, Facility Carried by Structure: UNION BLVD S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.209, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.4m (76.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 70.2 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11834, Location: S 29 T 46 N R 7 E (Lat: 38.688508, Lng: -90.250972), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 19,628 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 27,479 (year 2041), Design Load: HS 20+Mod, Features Intersected: IS 70, RV 70, Facility Carried by Structure: UNION BLVD S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.209, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.4m (76.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 70.2 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 11902, Location: S 23 T 45 N R 7 E (Lat: 38.624181, Lng: -90.205489), Route carried "on" structure: Ramp State highway , Year Built: 1967, Status: Open, Structure Length: 20.06m (65.81ft), Average Daily Traffic: 5,059 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 6,324 (year 2041), Design Load: HS 20, Features Intersected: METROLINK, Facility Carried by Structure: RP IS64E TO 14TH S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 10, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 11902, Location: S 23 T 45 N R 7 E (Lat: 38.624181, Lng: -90.205489), Route carried "on" structure: Ramp State highway , Year Built: 1967, Status: Open, Structure Length: 20.06m (65.81ft), Average Daily Traffic: 5,059 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 6,324 (year 2041), Design Load: HS 20, Features Intersected: METROLINK, Facility Carried by Structure: RP IS64E TO 14TH S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 10, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 11907, Location: S 14 T 46 N R 2 E (Lat: 38.666600, Lng: -90.199969), Route carried "on" structure: Interstate 70, Year Built: 1999, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 95,222 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 119,028 (year 2041), Design Load: HS 25 or greater, Features Intersected: CST ANGELICA ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 398.819, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 51.8m (169.9ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 52.3m (171.6ft), Out-to-Out Width: 54.5m (178.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11907, Location: S 14 T 46 N R 2 E (Lat: 38.666600, Lng: -90.199969), Route carried "on" structure: Interstate 70, Year Built: 1999, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 95,222 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 119,028 (year 2041), Design Load: HS 25 or greater, Features Intersected: CST ANGELICA ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 398.819, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 51.8m (169.9ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 52.3m (171.6ft), Out-to-Out Width: 54.5m (178.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: July 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: 11909, Location: S 29 T 45 N R 7 E (Lat: 38.697972, Lng: -90.260875), Route carried "on" structure: Interstate 70, Year Built: 1999, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 150,395 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 187,994 (year 2041), Design Load: HS 25 or greater, Features Intersected: MO 367
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 391.776, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 34 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 34.5m (113.2ft), Out-to-Out Width: 36.0m (118.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11909, Location: S 29 T 45 N R 7 E (Lat: 38.697972, Lng: -90.260875), Route carried "on" structure: Interstate 70, Year Built: 1999, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 150,395 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 187,994 (year 2041), Design Load: HS 25 or greater, Features Intersected: MO 367
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 391.776, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 34 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 34.5m (113.2ft), Out-to-Out Width: 36.0m (118.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 12, Location: S 11 T 45 N R 7 E (Lat: 38.652469, Lng: -90.193714), Route carried "on" structure: City street , Year Built: 1958, Year Reconstructed: 2009, Status: Open, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 5,206 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 7,809 (year 2041), Design Load: H 20, Features Intersected: IS 70, RV 70, Facility Carried by Structure: ST LOUIS AVE E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.229, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.1m (62.7ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12, Location: S 11 T 45 N R 7 E (Lat: 38.652469, Lng: -90.193714), Route carried "on" structure: City street , Year Built: 1958, Year Reconstructed: 2009, Status: Open, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 5,206 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 7,809 (year 2041), Design Load: H 20, Features Intersected: IS 70, RV 70, Facility Carried by Structure: ST LOUIS AVE E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.229, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.1m (62.7ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 12012, Location: S 14 T 46 N R 2 E (Lat: 38.675817, Lng: -90.206250), Route carried "on" structure: Interstate 70, Year Built: 1998, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 86,308 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 107,885 (year 2041), Design Load: HS 25 or greater, Features Intersected: CST PRAIRIE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 397.654, Lanes on structure: 10, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 51.8m (169.9ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 52.0m (170.6ft), Out-to-Out Width: 54.1m (177.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 72.9 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: 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12012, Location: S 14 T 46 N R 2 E (Lat: 38.675817, Lng: -90.206250), Route carried "on" structure: Interstate 70, Year Built: 1998, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 86,308 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 107,885 (year 2041), Design Load: HS 25 or greater, Features Intersected: CST PRAIRIE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 397.654, Lanes on structure: 10, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 51.8m (169.9ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 52.0m (170.6ft), Out-to-Out Width: 54.1m (177.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 72.9 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: 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: July 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: 12013, Location: S 14 T 46 N R 2 E (Lat: 38.655578, Lng: -90.195264), Route carried "on" structure: Interstate 70, Year Built: 1999, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 106,415 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 133,019 (year 2041), Design Load: HS 25 or greater, Features Intersected: CST BRANCH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 400.098, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 46.3m (151.9ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 46.3m (151.9ft), Out-to-Out Width: 48.4m (158.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12013, Location: S 14 T 46 N R 2 E (Lat: 38.655578, Lng: -90.195264), Route carried "on" structure: Interstate 70, Year Built: 1999, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 106,415 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 133,019 (year 2041), Design Load: HS 25 or greater, Features Intersected: CST BRANCH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 400.098, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 46.3m (151.9ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 46.3m (151.9ft), Out-to-Out Width: 48.4m (158.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: July 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: 12014, Location: S 2 T 45 N R 7 E (Lat: 38.684517, Lng: -90.242269), Route carried "on" structure: Interstate 70, Year Built: 1999, Status: Open, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 105,066 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 131,333 (year 2041), Design Load: HS 25 or greater, Features Intersected: ST LOUIS TERMINAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 394.092, Lanes on structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 50.6m (166.0ft), Skew: 35 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 50.7m (166.3ft), Out-to-Out Width: 52.8m (173.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 75.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12014, Location: S 2 T 45 N R 7 E (Lat: 38.684517, Lng: -90.242269), Route carried "on" structure: Interstate 70, Year Built: 1999, Status: Open, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 105,066 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 131,333 (year 2041), Design Load: HS 25 or greater, Features Intersected: ST LOUIS TERMINAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 394.092, Lanes on structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 50.6m (166.0ft), Skew: 35 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 50.7m (166.3ft), Out-to-Out Width: 52.8m (173.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 75.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: July 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: 12016, Location: S 34 T 46 N R 7 E (Lat: 38.679597, Lng: -90.211169), Route carried "on" structure: State highway H, Year Built: 2000, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 14,620 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 20,468 (year 2041), Design Load: HS 25 or greater, Features Intersected: IS 70, RV 70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 79.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.89m (2.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,263,000, Roadway Improvement Cost: $126,000, Total Project Cost: $1,894,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12016, Location: S 34 T 46 N R 7 E (Lat: 38.679597, Lng: -90.211169), Route carried "on" structure: State highway H, Year Built: 2000, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 14,620 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 20,468 (year 2041), Design Load: HS 25 or greater, Features Intersected: IS 70, RV 70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 79.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.89m (2.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,263,000, Roadway Improvement Cost: $126,000, Total Project Cost: $1,894,000 ( Estimate for 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: 12027, Location: S 24 T 46 N R 6 E (Lat: 38.700542, Lng: -90.264025), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 19,364 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 27,110 (year 2041), Design Load: HS 25 or greater, Features Intersected: IS 70, Facility Carried by Structure: GOODFELLOW BLVD S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.331, Lanes on structure: 8, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.5m (106.6ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 32.3m (106.0ft), Out-to-Out Width: 33.1m (108.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12027, Location: S 24 T 46 N R 6 E (Lat: 38.700542, Lng: -90.264025), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 19,364 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 27,110 (year 2041), Design Load: HS 25 or greater, Features Intersected: IS 70, Facility Carried by Structure: GOODFELLOW BLVD S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.331, Lanes on structure: 8, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.5m (106.6ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 32.3m (106.0ft), Out-to-Out Width: 33.1m (108.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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 24 months, Inspection Date: July 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: 12042, Location: S 32 T 46 N R 7 E (Lat: 38.686247, Lng: -90.245669), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 15,726 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 22,016 (year 2041), Design Load: HS 20+Mod, Features Intersected: IS 70, RV 70, Facility Carried by Structure: KINGSHIGHWAY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.967, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 28.1m (92.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 98.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12042, Location: S 32 T 46 N R 7 E (Lat: 38.686247, Lng: -90.245669), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 15,726 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 22,016 (year 2041), Design Load: HS 20+Mod, Features Intersected: IS 70, RV 70, Facility Carried by Structure: KINGSHIGHWAY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.967, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 28.1m (92.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 98.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 12043, Location: S 34 T 46 N R 7 E (Lat: 38.683917, Lng: -90.219014), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 1,372 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,058 (year 2041), Design Load: HS 20+Mod, Features Intersected: IS 70, RV 70, Facility Carried by Structure: CARRIE AVE E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.021, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 86.4 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12043, Location: S 34 T 46 N R 7 E (Lat: 38.683917, Lng: -90.219014), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 1,372 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,058 (year 2041), Design Load: HS 20+Mod, Features Intersected: IS 70, RV 70, Facility Carried by Structure: CARRIE AVE E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.021, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 86.4 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 12044, Location: S 33 T 46 N R 7 E (Lat: 38.683011, Lng: -90.238961), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 4,391 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 6,587 (year 2041), Design Load: HS 20+Mod, Features Intersected: IS 70, RV 70, Facility Carried by Structure: SHREVE AVE S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.695, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12044, Location: S 33 T 46 N R 7 E (Lat: 38.683011, Lng: -90.238961), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 4,391 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 6,587 (year 2041), Design Load: HS 20+Mod, Features Intersected: IS 70, RV 70, Facility Carried by Structure: SHREVE AVE S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.695, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 12046, Location: S 2 T 45 N R 7 E (Lat: 38.662303, Lng: -90.197411), Route carried "on" structure: State highway , Year Built: 2001, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 3,413 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 4,778 (year 2041), Design Load: HS 20+Mod, Features Intersected: IS 70, RV 70, Facility Carried by Structure: MC KINLEY BRG W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.308, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.8m (81.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $873,000, Roadway Improvement Cost: $87,000, Total Project Cost: $1,310,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12046, Location: S 2 T 45 N R 7 E (Lat: 38.662303, Lng: -90.197411), Route carried "on" structure: State highway , Year Built: 2001, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 3,413 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 4,778 (year 2041), Design Load: HS 20+Mod, Features Intersected: IS 70, RV 70, Facility Carried by Structure: MC KINLEY BRG W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.308, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.8m (81.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $873,000, Roadway Improvement Cost: $87,000, Total Project Cost: $1,310,000 ( Estimate for 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: 12047, Location: S 2 T 45 N R 7 E (Lat: 38.661950, Lng: -90.197244), Route carried "on" structure: State highway 115, Year Built: 2001, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 11,640 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 16,296 (year 2041), Design Load: HS 20+Mod, Features Intersected: IS 70, RV 70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.422, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Inventory Rating: 63.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,332,000, Roadway Improvement Cost: $133,000, Total Project Cost: $1,998,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12047, Location: S 2 T 45 N R 7 E (Lat: 38.661950, Lng: -90.197244), Route carried "on" structure: State highway 115, Year Built: 2001, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 11,640 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 16,296 (year 2041), Design Load: HS 20+Mod, Features Intersected: IS 70, RV 70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.422, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Inventory Rating: 63.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,332,000, Roadway Improvement Cost: $133,000, Total Project Cost: $1,998,000 ( Estimate for 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: 12065, Location: S 34 T 46 N R 7 E (Lat: 38.683167, Lng: -90.228000), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 13.29m (43.60ft), Average Daily Traffic: 15,311 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 21,435 (year 2041), Design Load: HS 20+Mod, Features Intersected: IS 70, RV 70, Facility Carried by Structure: WEST FLORISSANT AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.780, Lanes on structure: 5, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 25 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 27.6m (90.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 77.4 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12065, Location: S 34 T 46 N R 7 E (Lat: 38.683167, Lng: -90.228000), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 13.29m (43.60ft), Average Daily Traffic: 15,311 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 21,435 (year 2041), Design Load: HS 20+Mod, Features Intersected: IS 70, RV 70, Facility Carried by Structure: WEST FLORISSANT AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.780, Lanes on structure: 5, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 25 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 27.6m (90.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 77.4 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 12066, Location: S 33 T 46 N R 7 E (Lat: 38.683203, Lng: -90.225772), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 11.95m (39.21ft), Average Daily Traffic: 11,840 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 17,760 (year 2040), Design Load: HS 20+Mod, Features Intersected: IS 70, RV 70, Facility Carried by Structure: TAYLOR AVE E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.051, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.9m (101.4ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,713,000, Roadway Improvement Cost: $171,000, Total Project Cost: $2,570,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12066, Location: S 33 T 46 N R 7 E (Lat: 38.683203, Lng: -90.225772), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 11.95m (39.21ft), Average Daily Traffic: 11,840 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 17,760 (year 2040), Design Load: HS 20+Mod, Features Intersected: IS 70, RV 70, Facility Carried by Structure: TAYLOR AVE E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.051, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.9m (101.4ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,713,000, Roadway Improvement Cost: $171,000, Total Project Cost: $2,570,000 ( Estimate for 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: 12425, Location: S 18 T 44 N R 7 E (Lat: 38.545286, Lng: -90.270983), Route carried "on" structure: City street , Year Built: 1994, Status: Posted for load, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 10,800 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 14,580 (year 2040), Design Load: HS 20, Features Intersected: RVR DES PERES, Facility Carried by Structure: ALABAMA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 69.3 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,391,000, Roadway Improvement Cost: $139,000, Total Project Cost: $2,087,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12425, Location: S 18 T 44 N R 7 E (Lat: 38.545286, Lng: -90.270983), Route carried "on" structure: City street , Year Built: 1994, Status: Posted for load, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 10,800 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 14,580 (year 2040), Design Load: HS 20, Features Intersected: RVR DES PERES, Facility Carried by Structure: ALABAMA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 69.3 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,391,000, Roadway Improvement Cost: $139,000, Total Project Cost: $2,087,000 ( Estimate for 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: 12426, Location: S 26 T 45 N R 6 E (Lat: 38.609453, Lng: -90.308025), Route carried "on" structure: City street , Year Built: 1995, Status: Posted for load, Structure Length: 20.70m (67.91ft), Average Daily Traffic: 18,950 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 25,583 (year 2041), Design Load: HS 20, Features Intersected: RVR DES PERES, BNSF RR, Facility Carried by Structure: ARSENAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 41.5m (136.2ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12426, Location: S 26 T 45 N R 6 E (Lat: 38.609453, Lng: -90.308025), Route carried "on" structure: City street , Year Built: 1995, Status: Posted for load, Structure Length: 20.70m (67.91ft), Average Daily Traffic: 18,950 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 25,583 (year 2041), Design Load: HS 20, Features Intersected: RVR DES PERES, BNSF RR, Facility Carried by Structure: ARSENAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 41.5m (136.2ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 12429, Location: S 20 T 44 N R 6 E (Lat: 38.621536, Lng: -90.288236), Route carried "on" structure: City street , Year Built: 1986, Status: Posted for load, Structure Length: 25.85m (84.81ft), Average Daily Traffic: 44,150 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 59,603 (year 2041), Design Load: HS 20, Features Intersected: RVR DES PERES, UP RR, BN, Facility Carried by Structure: HAMPTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 7, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 26.8m (87.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.58m (8.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $4,901,000, Roadway Improvement Cost: $490,000, Total Project Cost: $7,352,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12429, Location: S 20 T 44 N R 6 E (Lat: 38.621536, Lng: -90.288236), Route carried "on" structure: City street , Year Built: 1986, Status: Posted for load, Structure Length: 25.85m (84.81ft), Average Daily Traffic: 44,150 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 59,603 (year 2041), Design Load: HS 20, Features Intersected: RVR DES PERES, UP RR, BN, Facility Carried by Structure: HAMPTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 7, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 26.8m (87.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.58m (8.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $4,901,000, Roadway Improvement Cost: $490,000, Total Project Cost: $7,352,000 ( Estimate for 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: 1243, Location: S 31 T 58 N R 23 W (Lat: 39.797308, Lng: -93.531247), Route carried "on" structure: State highway V, Year Built: 1981, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 903 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,129 (year 2041), Design Load: H 20, Features Intersected: BLACKWELL BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.336, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: December 2020
Structure Number: 1243, Location: S 31 T 58 N R 23 W (Lat: 39.797308, Lng: -93.531247), Route carried "on" structure: State highway V, Year Built: 1981, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 903 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,129 (year 2041), Design Load: H 20, Features Intersected: BLACKWELL BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.336, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: December 2020
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Structure Number: 1243, Location: S 20 T 44 N R 6 E (Lat: 38.621675, Lng: -90.290214), Route carried "on" structure: City street , Year Built: 1991, Status: Posted for load, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 1,580 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,133 (year 2040), Design Load: HS 20, Features Intersected: RVR DES PERES, Facility Carried by Structure: KNOX AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1243, Location: S 20 T 44 N R 6 E (Lat: 38.621675, Lng: -90.290214), Route carried "on" structure: City street , Year Built: 1991, Status: Posted for load, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 1,580 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,133 (year 2040), Design Load: HS 20, Features Intersected: RVR DES PERES, Facility Carried by Structure: KNOX AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 12432, Location: S 2037 T 45 N R 7 E (Lat: 38.622169, Lng: -90.276081), Route carried "on" structure: City street , Year Built: 1926, Year Reconstructed: 1986, Status: Posted for load, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 5,587 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,542 (year 2040), Design Load: HS 20, Features Intersected: RVR DES PERES, Facility Carried by Structure: MACKLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.46m (1.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $394,000, Roadway Improvement Cost: $39,000, Total Project Cost: $591,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12432, Location: S 2037 T 45 N R 7 E (Lat: 38.622169, Lng: -90.276081), Route carried "on" structure: City street , Year Built: 1926, Year Reconstructed: 1986, Status: Posted for load, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 5,587 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,542 (year 2040), Design Load: HS 20, Features Intersected: RVR DES PERES, Facility Carried by Structure: MACKLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.46m (1.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $394,000, Roadway Improvement Cost: $39,000, Total Project Cost: $591,000 ( Estimate for 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: 12433, Location: S 7 T 44 N R 7 E (Lat: 38.559619, Lng: -90.283150), Route carried "on" structure: City street , Year Built: 1979, Status: Posted for load, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 22,010 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 29,714 (year 2041), Design Load: HS 20, Features Intersected: RVR DES PERES, Facility Carried by Structure: MORGANFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.81m (2.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,476,000, Roadway Improvement Cost: $148,000, Total Project Cost: $2,214,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12433, Location: S 7 T 44 N R 7 E (Lat: 38.559619, Lng: -90.283150), Route carried "on" structure: City street , Year Built: 1979, Status: Posted for load, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 22,010 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 29,714 (year 2041), Design Load: HS 20, Features Intersected: RVR DES PERES, Facility Carried by Structure: MORGANFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.81m (2.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,476,000, Roadway Improvement Cost: $148,000, Total Project Cost: $2,214,000 ( Estimate for 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: 12434, Location: S 2037 T 45 N R 7 E (Lat: 38.621997, Lng: -90.280450), Route carried "on" structure: City street , Year Built: 1987, Status: Posted for load, Structure Length: 3.37m (11.06ft), Average Daily Traffic: 5,700 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,695 (year 2040), Features Intersected: RVR DES PERES, Facility Carried by Structure: SUBLETTE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Very good, Channel: Very good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.43m (1.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $368,000, Roadway Improvement Cost: $37,000, Total Project Cost: $552,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12434, Location: S 2037 T 45 N R 7 E (Lat: 38.621997, Lng: -90.280450), Route carried "on" structure: City street , Year Built: 1987, Status: Posted for load, Structure Length: 3.37m (11.06ft), Average Daily Traffic: 5,700 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,695 (year 2040), Features Intersected: RVR DES PERES, Facility Carried by Structure: SUBLETTE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Very good, Channel: Very good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.43m (1.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $368,000, Roadway Improvement Cost: $37,000, Total Project Cost: $552,000 ( Estimate for 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: 12435, Location: S 2037 T 45 N R 7 E (Lat: 38.621531, Lng: -90.286367), Route carried "on" structure: City street , Year Built: 1970, Status: Posted for load, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 270 (year 2041), Features Intersected: RVR DES PERES, Facility Carried by Structure: SULPHUR AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.38m (1.25ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $189,000, Roadway Improvement Cost: $19,000, Total Project Cost: $283,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 12435, Location: S 2037 T 45 N R 7 E (Lat: 38.621531, Lng: -90.286367), Route carried "on" structure: City street , Year Built: 1970, Status: Posted for load, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 270 (year 2041), Features Intersected: RVR DES PERES, Facility Carried by Structure: SULPHUR AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.38m (1.25ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $189,000, Roadway Improvement Cost: $19,000, Total Project Cost: $283,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 1244, Location: S 23 T 45 N R 7 E (Lat: 38.618433, Lng: -90.184369), Route carried "on" structure: Interstate 55, Year Built: 1963, Year Reconstructed: 2016, Status: Open, Structure Length: 65.99m (216.50ft), Average Daily Traffic: 116,448 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 145,560 (year 2041), Design Load: HS 20, Features Intersected: MISSISSIPPI RVR, CST S L
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 152.4m (500.0ft)), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 182.9m (600.1ft), Curb-To-Curb Width: 35.8m (117.5ft), Out-to-Out Width: 37.2m (122.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: October 2019, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1244, Location: S 23 T 45 N R 7 E (Lat: 38.618433, Lng: -90.184369), Route carried "on" structure: Interstate 55, Year Built: 1963, Year Reconstructed: 2016, Status: Open, Structure Length: 65.99m (216.50ft), Average Daily Traffic: 116,448 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 145,560 (year 2041), Design Load: HS 20, Features Intersected: MISSISSIPPI RVR, CST S L
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 152.4m (500.0ft)), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 182.9m (600.1ft), Curb-To-Curb Width: 35.8m (117.5ft), Out-to-Out Width: 37.2m (122.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: October 2019, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1245, Location: S 23 T 45 N R 7 E (Lat: 38.623244, Lng: -90.201456), Route carried "on" structure: Interstate 64, Year Built: 1964, Status: Posted for load, Structure Length: 239.18m (784.71ft), Average Daily Traffic: 39,375 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 49,219 (year 2041), Design Load: HS 20, Features Intersected: IS 44, CST 4TH ST, CST
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 62.953, Lanes on structure: 2, Lanes under structure: 31, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 78, Length of Maximum Span: 75.6m (248.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: 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: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 23.92m (78.48ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Critical Feature Inspection Date: June 2020, Bridge Improvement Cost: $36,696,000, Roadway Improvement Cost: $3,670,000, Total Project Cost: $55,045,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 1245, Location: S 23 T 45 N R 7 E (Lat: 38.623244, Lng: -90.201456), Route carried "on" structure: Interstate 64, Year Built: 1964, Status: Posted for load, Structure Length: 239.18m (784.71ft), Average Daily Traffic: 39,375 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 49,219 (year 2041), Design Load: HS 20, Features Intersected: IS 44, CST 4TH ST, CST
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 62.953, Lanes on structure: 2, Lanes under structure: 31, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 78, Length of Maximum Span: 75.6m (248.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: 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: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 23.92m (78.48ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Critical Feature Inspection Date: June 2020, Bridge Improvement Cost: $36,696,000, Roadway Improvement Cost: $3,670,000, Total Project Cost: $55,045,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete