Bridge Statistics for Kirkwood, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 1415,  Location: S 7 T 44 N R 6 E (Lat: 38.569694,  Lng: -90.392389),  Route carried "on" structure: Interstate 44,  Year Built: 1967,  Status: Open,  Structure Length: 1.29m (4.23ft),  Average Daily Traffic: 96,042 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 120,053 (year 2041),  Design Load: HS 20,  Features Intersected: BR GRAVOIS CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 448.654,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 87.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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: November 2021

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Structure Number: 15626,  Location: S 4 T 44 N R 5 E (Lat: 38.578314,  Lng: -90.466311),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Posted for load,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 26,967 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 36,405 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GRAND GLAIZE CR,  Facility Carried by Structure: DOUGHERTY FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.139,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.4m (83.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 65.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 15645,  Location: S 11 T 44 N R 5 E (Lat: 38.565550,  Lng: -90.432331),  Route carried "on" structure: County highway ,  Year Built: 1952,  Year Reconstructed: 1981,  Status: Posted for load,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 5,030 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,791 (year 2040),  Design Load: HS 20,  Features Intersected: BNSF RR,  Facility Carried by Structure: MARSHALL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19625,  Location: S 10 T 44 N R 5 E (Lat: 38.572961,  Lng: -90.447739),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 800 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,080 (year 2040),  Design Load: HS 20,  Features Intersected: UP RR,  Facility Carried by Structure: HIGHLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19629,  Location: S 10 T 44 N R 5 E (Lat: 38.566292,  Lng: -90.441622),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 1,020 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,377 (year 2040),  Design Load: HS 20,  Features Intersected: BNSF RR,  Facility Carried by Structure: S GLENWOOD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $494,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $740,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1963,  Location: S 3 T 44 N R 5 E (Lat: 38.579822,  Lng: -90.439261),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 2,900 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,915 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SUGAR CR,  Facility Carried by Structure: BALLAS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 19632,  Location: S 3 T 44 N R 5 E (Lat: 38.576539,  Lng: -90.434786),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 2,900 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,915 (year 2040),  Design Load: HS 20,  Features Intersected: UP RR,  Facility Carried by Structure: BALLAS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19633,  Location: S 2 T 44 N R 5 E (Lat: 38.582350,  Lng: -90.425022),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Posted for load,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 2,845 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,841 (year 2040),  Features Intersected: SUGAR CR,  Facility Carried by Structure: COUCH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 75.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.4 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.20m (0.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $85,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $128,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19636,  Location: S 2 T 44 N R 5 E (Lat: 38.579436,  Lng: -90.424917),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Posted for load,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 2,845 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,841 (year 2040),  Design Load: H 20,  Features Intersected: UP RR,  Facility Carried by Structure: COUCH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.45m (1.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  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,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1964,  Location: S 11 T 44 N R 5 E (Lat: 38.565117,  Lng: -90.422158),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 1,450 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,958 (year 2040),  Design Load: HS 20,  Features Intersected: BNSF RR,  Facility Carried by Structure: FOREST AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19641,  Location: S 1 T 44 N R 5 E (Lat: 38.579511,  Lng: -90.410997),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Posted for load,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 3,450 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,658 (year 2040),  Design Load: HS 20,  Features Intersected: UP RR,  Facility Carried by Structure: HARRISON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19645,  Location: S 1 T 44 N R 5 E (Lat: 38.580533,  Lng: -90.408711),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 5,950 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,033 (year 2040),  Design Load: HS 20,  Features Intersected: UP RR,  Facility Carried by Structure: CLAY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.38m (1.25ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Critical Feature Inspection Date: January 2022,  Bridge Improvement Cost: $326,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $490,000 ( 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: 2649,  Location: S 34 T 44 N R 6 E (Lat: 38.513531,  Lng: -90.340775),  Route carried "on" structure: US 50,  Year Built: 1977,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 43,006 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 60,208 (year 2041),  Design Load: HS 20,  Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 414.840,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.0m (55.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 75.6 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Built-up

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Structure Number: 28518,  Location: S 4 T 44 N R 5 E (Lat: 38.569411,  Lng: -90.475344),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Posted for load,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 23,339 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 31,508 (year 2040),  Design Load: HS 20,  Features Intersected: BR OF GRAND GLAIZE,  Facility Carried by Structure: DOUGHERTY FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 67.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 3136,  Location: S 6 T 44 N R 6 E (Lat: 38.585306,  Lng: -90.393944),  Route carried "on" structure: City street 228,  Year Built: 1950,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 675 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: DICKSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 31361,  Location: S 6 T 44 N R 6 E (Lat: 38.584417,  Lng: -90.392900),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 270 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: PARKWOODS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 35838,  Location: S 14 T 44 N R 5 E (Lat: 38.551631,  Lng: -90.422169),  Route carried "on" structure: State highway 366,  Year Built: 2018,  Status: Open,  Structure Length: 4.52m (14.83ft),  Average Daily Traffic: 14,341 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 20,077 (year 2041),  Features Intersected: RP IS270E TO IS44E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.782,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.9m (137.5ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 35858,  Location: S 14 T 44 N R 5 E (Lat: 38.553681,  Lng: -90.419333),  Route carried "on" structure: State highway 366,  Year Built: 2018,  Status: Open,  Structure Length: 9.21m (30.22ft),  Average Daily Traffic: 13,846 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,384 (year 2041),  Features Intersected: IS 44, RP IS270E TO IS44
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.160,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.5m (162.4ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  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 desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4264,  Location: S 14 T 44 N R 5 E (Lat: 38.551689,  Lng: -90.429806),  Route carried "on" structure: ServiceState highway 44,  Year Built: 1996,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 637 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 956 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: IS 270, RP IS44E TO IS27
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.013,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  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: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 713,  Location: S 10 T 44 N R 5 E (Lat: 38.567236,  Lng: -90.440019),  Route carried "on" structure: County highway ,  Year Built: 1962,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 9,090 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,726 (year 2041),  Design Load: H 20,  Features Intersected: IS 270,  Facility Carried by Structure: BIG BEND RD E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.334,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 715,  Location: S 10 T 44 N R 5 E (Lat: 38.562667,  Lng: -90.439278),  Route carried "on" structure: Interstate 270,  Year Built: 1962,  Year Reconstructed: 1985,  Status: Posted for load,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 80,882 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 101,103 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CRD MARSHALL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.731,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.8m (61.7ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 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: Meets minimum limits,  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,  Membrane: Built-up

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Structure Number: 716,  Location: S 10 T 44 N R 5 E (Lat: 38.562597,  Lng: -90.439483),  Route carried "on" structure: Interstate 270,  Year Built: 1962,  Year Reconstructed: 1985,  Status: Posted for load,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 78,747 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 98,434 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CRD MARSHALL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.800,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.8m (61.7ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 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: Meets minimum limits,  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,  Membrane: Built-up

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Structure Number: 806,  Location: S 3 T 44 N R 5 E (Lat: 38.579497,  Lng: -90.446994),  Route carried "on" structure: Interstate 270,  Year Built: 1962,  Status: Open,  Structure Length: 1.44m (4.72ft),  Average Daily Traffic: 193,903 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 242,379 (year 2041),  Design Load: HS 20,  Features Intersected: SUGAR CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.737,  Lanes on structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 81,  Location: S 31 T 49 N R 24 W (Lat: 38.994083,  Lng: -93.594133),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 68 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 99 (year 2041),  Design Load: H 15,  Features Intersected: IS 70,  Facility Carried by Structure: WALKENHORST RD S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.223,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 81,  Location: S 14 T 44 N R 5 E (Lat: 38.548533,  Lng: -90.426975),  Route carried "on" structure: Interstate 270,  Year Built: 1962,  Year Reconstructed: 1996,  Status: Posted for load,  Structure Length: 11.31m (37.11ft),  Average Daily Traffic: 172,495 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 215,619 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: IS 44, RP IS270E TO IS44
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.791,  Lanes on structure: 10,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 53.6m (175.9ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 43.3m (142.1ft),  Out-to-Out Width: 44.9m (147.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $3,754,000,  Roadway Improvement Cost: $375,000,  Total Project Cost: $5,630,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Membrane: Built-up

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Structure Number: 825,  Location: S 23 T 44 N R 5 E (Lat: 38.542039,  Lng: -90.420256),  Route carried "on" structure: Interstate 270,  Year Built: 1967,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 93,748 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 117,185 (year 2041),  Design Load: HS 20,  Features Intersected: CST ROTT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.895,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 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: Equal to 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: Other,  Membrane: Built-up

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Structure Number: 826,  Location: S 23 T 44 N R 5 E (Lat: 38.541850,  Lng: -90.420456),  Route carried "on" structure: Interstate 270,  Year Built: 1967,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 75,641 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 94,551 (year 2041),  Design Load: HS 20,  Features Intersected: CST ROTT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.655,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 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: Equal to 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: Other

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Structure Number: 35838,  Location: S 14 T 44 N R 5 E (Lat: 38.551631,  Lng: -90.422169),  Route carried "under" structure: Ramp State highway ,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 14,882 (year 2021),  Truck Traffic: 18%,  Features Intersected: RP IS270E TO IS44E,  Facility Carried by Structure: MO 366 E
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.826,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 41.9m (137.5ft)

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Structure Number: 35858,  Location: S 14 T 44 N R 5 E (Lat: 38.553681,  Lng: -90.419333),  Route carried "under" structure: Interstate 44,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 39,156 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 44,  Facility Carried by Structure: MO 366 W
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 445.546,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.5m (162.4ft)

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Structure Number: 35858,  Location: S 14 T 44 N R 5 E (Lat: 38.553681,  Lng: -90.419333),  Route carried "under" structure: Interstate 44,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 40,805 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 44,  Facility Carried by Structure: MO 366 W
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 26.191,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.5m (162.4ft)

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Structure Number: 35858,  Location: S 14 T 44 N R 5 E (Lat: 38.553681,  Lng: -90.419333),  Route carried "under" structure: Ramp State highway ,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 14,882 (year 2021),  Truck Traffic: 18%,  Features Intersected: RP IS270E TO IS44E,  Facility Carried by Structure: MO 366 W
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 1.184,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.5m (162.4ft)

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Structure Number: 4264,  Location: S 14 T 44 N R 5 E (Lat: 38.551689,  Lng: -90.429806),  Route carried "under" structure: Interstate 270,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 78,747 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 270,  Facility Carried by Structure: OR 44 E
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 47.302,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 4264,  Location: S 14 T 44 N R 5 E (Lat: 38.551689,  Lng: -90.429806),  Route carried "under" structure: Interstate 270,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 80,882 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 270,  Facility Carried by Structure: OR 44 E
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 10.289,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 713,  Location: S 10 T 44 N R 5 E (Lat: 38.567236,  Lng: -90.440019),  Route carried "under" structure: Interstate 270,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 80,882 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 270,  Facility Carried by Structure: BIG BEND RD E
Minimum Vertical Clearance: 12.52m (41.08ft),  Kilometerpoint: 12.278,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 713,  Location: S 10 T 44 N R 5 E (Lat: 38.567236,  Lng: -90.440019),  Route carried "under" structure: Interstate 270,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 100,545 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 270,  Facility Carried by Structure: BIG BEND RD E
Minimum Vertical Clearance: 12.42m (40.75ft),  Kilometerpoint: 45.305,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 715,  Location: S 10 T 44 N R 5 E (Lat: 38.562667,  Lng: -90.439278),  Route carried "under" structure: County highway ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 4,808 (year 2021),  Truck Traffic: 9%,  Features Intersected: CRD MARSHALL RD,  Facility Carried by Structure: IS 270 E
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 3.249,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 716,  Location: S 10 T 44 N R 5 E (Lat: 38.562597,  Lng: -90.439483),  Route carried "under" structure: County highway ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 4,808 (year 2021),  Truck Traffic: 9%,  Features Intersected: CRD MARSHALL RD,  Facility Carried by Structure: IS 270 W
Minimum Vertical Clearance: 5.14m (16.86ft),  Kilometerpoint: 3.228,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 81,  Location: S 14 T 44 N R 5 E (Lat: 38.548533,  Lng: -90.426975),  Route carried "under" structure: Interstate 44,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 52,873 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 44,  Facility Carried by Structure: IS 270 E
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 444.671,  Lanes on structure: 10,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 81,  Location: S 14 T 44 N R 5 E (Lat: 38.548533,  Lng: -90.426975),  Route carried "under" structure: Interstate 44,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 54,707 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 44,  Facility Carried by Structure: IS 270 E
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 27.035,  Lanes on structure: 10,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 81,  Location: S 14 T 44 N R 5 E (Lat: 38.548533,  Lng: -90.426975),  Route carried "under" structure: Ramp State highway ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 10,413 (year 2021),  Truck Traffic: 10%,  Features Intersected: RP IS270E TO IS44W,  Facility Carried by Structure: IS 270 E
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.396,  Lanes on structure: 10,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 81,  Location: S 14 T 44 N R 5 E (Lat: 38.548533,  Lng: -90.426975),  Route carried "under" structure: State highway 366,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 14,341 (year 2021),  Truck Traffic: 13%,  Features Intersected: MO 366,  Facility Carried by Structure: IS 270 E
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.267,  Lanes on structure: 10,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 825,  Location: S 23 T 44 N R 5 E (Lat: 38.542039,  Lng: -90.420256),  Route carried "under" structure: City street ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 4,077 (year 2021),  Truck Traffic: 2%,  Features Intersected: CST ROTT RD,  Facility Carried by Structure: IS 270 E
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 2.221,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 826,  Location: S 23 T 44 N R 5 E (Lat: 38.541850,  Lng: -90.420456),  Route carried "under" structure: City street ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 4,077 (year 2021),  Truck Traffic: 2%,  Features Intersected: CST ROTT RD,  Facility Carried by Structure: IS 270 W
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 2.247,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.8m (55.1ft)