Bridge Statistics for O'Fallon, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 32951,  Location: S 9 T 46 N R 3 E (Lat: 38.763556,  Lng: -90.697944),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,550 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB OF DARDENNE C,  Facility Carried by Structure: FALLON PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

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

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Structure Number: 32952,  Location: S 67 T 46 N R 3 E (Lat: 38.760667,  Lng: -90.690056),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,550 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB OF DARDENNE C,  Facility Carried by Structure: AVONDALE SPRING DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

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

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Structure Number: 32953,  Location: S 16 T 47 N R 3 E (Lat: 38.830750,  Lng: -90.697694),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,550 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB OF PERUQUE CR,  Facility Carried by Structure: PIEPER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 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: Febuary 2022

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Structure Number: 32954,  Location: S 33 T 47 N R 3 E (Lat: 38.793361,  Lng: -90.690750),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 5,700 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,835 (year 2040),  Design Load: HS 20,  Features Intersected: BELLEAU CR,  Facility Carried by Structure: SONDEREN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.63m (2.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $540,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $811,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 32959,  Location: S 16 T 47 N R 3 E (Lat: 38.829883,  Lng: -90.698019),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,325 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB OF PERUQUE CR,  Facility Carried by Structure: DEERFIELD ESTATE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

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

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Structure Number: 3296,  Location: S 17 T 47 N R 3 E (Lat: 38.832906,  Lng: -90.717181),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,325 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB OF PERUQUE CR,  Facility Carried by Structure: KOCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

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

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Structure Number: 33005,  Location: S 33 T 47 N R 3 E (Lat: 38.792964,  Lng: -90.696269),  Route carried "on" structure: City street 321,  Year Built: 2009,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 2,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,100 (year 2040),  Design Load: HS 20,  Features Intersected: BELLEAU CR,  Facility Carried by Structure: BRAMBLETT RD
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),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022

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Structure Number: 33195,  Location: S 1669 T 46 N R 3 E (Lat: 38.734097,  Lng: -90.722083),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 4,122 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,389 (year 2040),  Design Load: HS 20,  Features Intersected: OLD DARDENNE CR,  Facility Carried by Structure: HENNING RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.465,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.5m (11.5ft)

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

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Structure Number: 34553,  Location: S 3225 T 46 N R 3 E (Lat: 38.753500,  Lng: -90.700300),  Route carried "on" structure: State highway 364,  Year Built: 2013,  Status: Open,  Structure Length: 6.01m (19.72ft),  Average Daily Traffic: 17,924 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,471 (year 2041),  Features Intersected: RT K, RP MO364W TO RTKS,
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.784,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 59.2m (194.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 34554,  Location: S 3225 T 46 N R 3 E (Lat: 38.753300,  Lng: -90.700300),  Route carried "on" structure: State highway 364,  Year Built: 2013,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 16,867 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 28,674 (year 2041),  Features Intersected: RT K, RP MO364E TO RTKN,
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.564,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 54.0m (177.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Excellent,  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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 34594,  Location: S 9 T 46 N R 3 E (Lat: 38.752000,  Lng: -90.694700),  Route carried "on" structure: State highway 364,  Year Built: 2013,  Status: Open,  Structure Length: 3.95m (12.96ft),  Average Daily Traffic: 16,867 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 28,674 (year 2041),  Features Intersected: TRIBUTARY B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.134,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Excellent,  Channel: Good,  Operating Rating: 78.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 34596,  Location: S 9 T 46 N R 3 E (Lat: 38.752000,  Lng: -90.694700),  Route carried "on" structure: State highway 364,  Year Built: 2013,  Status: Open,  Structure Length: 3.95m (12.96ft),  Average Daily Traffic: 17,924 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,471 (year 2041),  Features Intersected: TRIBUTARY B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.239,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 81.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 351,  Location: S 23 T 30 N R 13 E (Lat: 37.260275,  Lng: -89.567211),  Route carried "on" structure: Interstate 55,  Year Built: 1961,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 19,835 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 38,678 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MO 74, CST SPRIGG ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 150.290,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.56m (1.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $458,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $687,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Internally Sealed

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Structure Number: 351,  Location: S 731 T 47 N R 3 E (Lat: 38.807728,  Lng: -90.649347),  Route carried "on" structure: State highway 79,  Year Built: 1985,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 10,522 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 18,940 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: OR 70, NS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.956,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.4m (50.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 3511,  Location: S 731 T 47 N R 3 E (Lat: 38.801742,  Lng: -90.651706),  Route carried "on" structure: State highway 79,  Year Built: 1985,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 16,279 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,302 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: IS 70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 141.180,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.2m (112.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 35243,  Location: S 28 T 46 N R 2 W (Lat: 38.718333,  Lng: -90.808889),  Route carried "on" structure: County highway 297,  Year Built: 2015,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 220 (year 2040),  Design Load: HS 20,  Features Intersected: KRAUT RUN CR,  Facility Carried by Structure: BROEMMELSIEK PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Critical Feature Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35524,  Location: S 16 T 46 N R 3 E (Lat: 38.739700,  Lng: -90.698531),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Posted for load,  Structure Length: 3.55m (11.65ft),  Average Daily Traffic: 2,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,100 (year 2040),  Design Load: HS 20,  Features Intersected: DARDENNE CR,  Facility Carried by Structure: SPORTS PARK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 83.7 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,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.45m (1.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $332,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $498,000 ( 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: 35808,  Location: S 19 T 47 N R 3 E (Lat: 38.821944,  Lng: -90.726389),  Route carried "on" structure: City street 321,  Year Built: 2016,  Status: Open,  Structure Length: 22.86m (75.00ft),  Average Daily Traffic: 600 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 930 (year 2040),  Features Intersected: PERUQUE CR,  Facility Carried by Structure: DEER CR DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.633,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 371,  Location: S 33 T 47 N R 3 E (Lat: 38.790722,  Lng: -90.698500),  Route carried "on" structure: State highway K,  Year Built: 1987,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 53,239 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 95,830 (year 2041),  Design Load: HS 20,  Features Intersected: BELLEAU CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.387,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 87.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: 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: 4078,  Location: S 1696 T 46 N R 3 E (Lat: 38.741078,  Lng: -90.695353),  Route carried "on" structure: State highway K,  Year Built: 1996,  Status: Open,  Structure Length: 17.10m (56.10ft),  Average Daily Traffic: 31,414 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 56,545 (year 2041),  Design Load: HS 20,  Features Intersected: DARDENNE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.973,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 21.5m (70.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 24.6m (80.7ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 73.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4079,  Location: S 1696 T 46 N R 3 E (Lat: 38.738994,  Lng: -90.693900),  Route carried "on" structure: State highway K,  Year Built: 1996,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 31,414 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 56,545 (year 2041),  Design Load: HS 20,  Features Intersected: SCHOTE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.292,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 24.6m (80.7ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 408,  Location: S 8 T 46 N R 3 E (Lat: 38.758389,  Lng: -90.700194),  Route carried "on" structure: State highway K,  Year Built: 1993,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 40,538 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 72,968 (year 2041),  Design Load: HS 20,  Features Intersected: BRASSELS BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.029,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Inventory Rating: 68.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 4109,  Location: S 67 T 46 N R 3 E (Lat: 38.754442,  Lng: -90.694014),  Route carried "on" structure: State highway N,  Year Built: 1993,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 9,307 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,753 (year 2041),  Design Load: HS 20,  Features Intersected: BR DARDENNE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.645,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 6057,  Location: S 28 T 46 N R 2 E (Lat: 38.720697,  Lng: -90.800319),  Route carried "on" structure: State highway DD,  Year Built: 1943,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 2,536 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,945 (year 2041),  Design Load: H 15,  Features Intersected: KRAUT-RUN CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.659,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Inventory Rating: 61.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 6059,  Location: S 15 T 46 N R 2 E (Lat: 38.741264,  Lng: -90.792736),  Route carried "on" structure: State highway DD,  Year Built: 1943,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 8,840 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,238 (year 2041),  Design Load: H 15,  Features Intersected: SCHIERBAUM CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.767,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 84.6 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 6449,  Location: S 32 T 47 N R 3 E (Lat: 38.802428,  Lng: -90.700200),  Route carried "on" structure: Interstate 70,  Year Built: 1955,  Year Reconstructed: 1971,  Status: Posted for load,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 107,120 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 182,104 (year 2041),  Design Load: HS 20,  Features Intersected: RT K, CO OR70W TO OR70E,
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 350.561,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.1m (52.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 33.9m (111.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 645,  Location: S 27 T 47 N R 3 E (Lat: 38.803119,  Lng: -90.677375),  Route carried "on" structure: Interstate 70,  Year Built: 1955,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 107,646 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 182,998 (year 2041),  Design Load: HS 20,  Features Intersected: BELLEAU CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 352.587,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.3m (50.2ft),  Curb-To-Curb Width: 36.4m (119.4ft),  Out-to-Out Width: 37.2m (122.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 87.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11919,  Location: S 13 T 46 N R 2 E (Lat: 38.749072,  Lng: -90.753494),  Route carried "under" structure: Interstate 64,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 27,968 (year 2021),  Truck Traffic: 7%,  Features Intersected: IS 64,  Facility Carried by Structure: RT DD N
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 55.564,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 11919,  Location: S 13 T 46 N R 2 E (Lat: 38.749072,  Lng: -90.753494),  Route carried "under" structure: Interstate 64,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 26,276 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 64,  Facility Carried by Structure: RT DD N
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 10.108,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 1192,  Location: S 29 T 47 N R 3 E (Lat: 38.802369,  Lng: -90.705169),  Route carried "under" structure: Interstate 70,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 45,468 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 70,  Facility Carried by Structure: WOODLAWN AVE S
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 52.350,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.4m (119.4ft)

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Structure Number: 1192,  Location: S 29 T 47 N R 3 E (Lat: 38.802369,  Lng: -90.705169),  Route carried "under" structure: Interstate 70,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 54,834 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 70,  Facility Carried by Structure: WOODLAWN AVE S
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 350.186,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.4m (119.4ft)

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Structure Number: 12024,  Location: S 27 T 47 N R 3 E (Lat: 38.803117,  Lng: -90.678539),  Route carried "under" structure: Interstate 70,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 55,360 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 70,  Facility Carried by Structure: T R HUGHES BLVD S
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 352.500,  Lanes on structure: 7,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.5m (73.8ft)

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Structure Number: 12024,  Location: S 27 T 47 N R 3 E (Lat: 38.803117,  Lng: -90.678539),  Route carried "under" structure: Interstate 70,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 52,286 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 70,  Facility Carried by Structure: T R HUGHES BLVD S
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 50.038,  Lanes on structure: 7,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.5m (73.8ft)

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Structure Number: 12142,  Location: S 28 T 47 N R 3 E (Lat: 38.802675,  Lng: -90.695067),  Route carried "under" structure: Interstate 70,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 52,286 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 70,  Facility Carried by Structure: SONDEREN ST S
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 51.475,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 12142,  Location: S 28 T 47 N R 3 E (Lat: 38.802675,  Lng: -90.695067),  Route carried "under" structure: Interstate 70,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 55,360 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 70,  Facility Carried by Structure: SONDEREN ST S
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 351.066,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 3226,  Location: S 731 T 47 N R 3 E (Lat: 38.807783,  Lng: -90.649603),  Route carried "under" structure: ServiceState highway 70,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 3,321 (year 2021),  Truck Traffic: 15%,  Features Intersected: OR 70,  Facility Carried by Structure: MO 79 S
Minimum Vertical Clearance: 6.91m (22.67ft),  Kilometerpoint: 3.280,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.4m (50.5ft)

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Structure Number: 34553,  Location: S 3225 T 46 N R 3 E (Lat: 38.753500,  Lng: -90.700300),  Route carried "under" structure: State highway K,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 31,414 (year 2021),  Truck Traffic: 5%,  Features Intersected: RT K,  Facility Carried by Structure: MO 364 W
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 5.564,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 59.2m (194.2ft)

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Structure Number: 34554,  Location: S 3225 T 46 N R 3 E (Lat: 38.753300,  Lng: -90.700300),  Route carried "under" structure: State highway K,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 31,414 (year 2021),  Truck Traffic: 5%,  Features Intersected: RT K,  Facility Carried by Structure: MO 364 E
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 5.586,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.0m (177.2ft)

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Structure Number: 351,  Location: S 731 T 47 N R 3 E (Lat: 38.807728,  Lng: -90.649347),  Route carried "under" structure: ServiceState highway 70,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 2,980 (year 2021),  Truck Traffic: 21%,  Features Intersected: OR 70,  Facility Carried by Structure: MO 79 N
Minimum Vertical Clearance: 6.71m (22.01ft),  Kilometerpoint: 3.307,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.4m (50.5ft)

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Structure Number: 3511,  Location: S 731 T 47 N R 3 E (Lat: 38.801742,  Lng: -90.651706),  Route carried "under" structure: Interstate 70,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 63,431 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 70,  Facility Carried by Structure: MO 79 S
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 47.691,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.2m (112.2ft)

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Structure Number: 3511,  Location: S 731 T 47 N R 3 E (Lat: 38.801742,  Lng: -90.651706),  Route carried "under" structure: Interstate 70,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 55,360 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 70,  Facility Carried by Structure: MO 79 S
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 354.837,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.2m (112.2ft)

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Structure Number: 4069,  Location: S 30 T 47 N R 2 E (Lat: 38.803092,  Lng: -90.733164),  Route carried "under" structure: Interstate 70,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 47,439 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 70,  Facility Carried by Structure: BRYAN RD S
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 347.748,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.9m (111.2ft)

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Structure Number: 4069,  Location: S 30 T 47 N R 2 E (Lat: 38.803092,  Lng: -90.733164),  Route carried "under" structure: Interstate 70,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 45,468 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 70,  Facility Carried by Structure: BRYAN RD S
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 54.789,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.9m (111.2ft)

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Structure Number: 6449,  Location: S 32 T 47 N R 3 E (Lat: 38.802428,  Lng: -90.700200),  Route carried "under" structure: State highway K,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 32,710 (year 2021),  Truck Traffic: 5%,  Features Intersected: RT K,  Facility Carried by Structure: IS 70 E
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.109,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.3m (46.9ft)