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

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Structure Number: 1023,  Location: S 69 T 46 N R 5 E (Lat: 38.727333,  Lng: -90.444778),  Route carried "on" structure: Interstate 270,  Year Built: 1965,  Status: Open,  Structure Length: 1.17m (3.84ft),  Average Daily Traffic: 135,094 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 168,868 (year 2041),  Design Load: HS 20,  Features Intersected: FEE FEE CR BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.045,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  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: 1024,  Location: S 3069 T 46 N R 5 E (Lat: 38.726178,  Lng: -90.444811),  Route carried "on" structure: Interstate 270,  Year Built: 1965,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 10.03m (32.91ft),  Average Daily Traffic: 135,094 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 168,868 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: UP RR, FEE FEE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.138,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 24 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 45.0m (147.6ft),  Out-to-Out Width: 46.7m (153.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1025,  Location: S 1312 T 46 N R 5 E (Lat: 38.698197,  Lng: -90.450647),  Route carried "on" structure: State highway 364,  Year Built: 1966,  Year Reconstructed: 2001,  Status: Posted for load,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 31,080 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,850 (year 2041),  Design Load: HS 20,  Features Intersected: IS 270
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.931,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 1026,  Location: S 1312 T 46 N R 5 E (Lat: 38.698331,  Lng: -90.450653),  Route carried "on" structure: State highway 364,  Year Built: 1966,  Year Reconstructed: 2001,  Status: Posted for load,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 35,422 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 44,278 (year 2041),  Design Load: HS 20,  Features Intersected: IS 270
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 1042,  Location: S 357 T 46 N R 5 E (Lat: 38.699478,  Lng: -90.425892),  Route carried "on" structure: State highway D,  Year Built: 1966,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 60,878 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 76,098 (year 2041),  Design Load: HS 20,  Features Intersected: FEE FEE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.612,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 1043,  Location: S 27 T 46 N R 5 E (Lat: 38.700656,  Lng: -90.432350),  Route carried "on" structure: State highway D,  Year Built: 1966,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 60,878 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 76,098 (year 2041),  Design Load: HS 20,  Features Intersected: FEE FEE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.045,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable 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: 1312,  Location: S 32 T 46 N R 5 E (Lat: 38.682217,  Lng: -90.488386),  Route carried "on" structure: State highway 340,  Year Built: 1968,  Year Reconstructed: 1991,  Status: Posted for load,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 24,403 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 34,164 (year 2041),  Design Load: HS 20,  Features Intersected: CREVE COEUR CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.812,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 53.1 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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 15569,  Location: S 33 T 46 N R 5 E (Lat: 38.685619,  Lng: -90.457264),  Route carried "on" structure: County highway ,  Year Built: 1958,  Status: Posted for load,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 7,027 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,486 (year 2040),  Design Load: HS 20,  Features Intersected: BR OF CREVE COEUR,  Facility Carried by Structure: ROSS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.15m (0.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $128,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $192,000 ( Estimate for 2022),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15682,  Location: S 32 T 46 N R 5 E (Lat: 38.688603,  Lng: -90.474503),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Posted for load,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 25,920 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,992 (year 2040),  Design Load: HS 20,  Features Intersected: CREVE COEUR CR TRI,  Facility Carried by Structure: FEE FEE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: 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: April 2020

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Structure Number: 15858,  Location: S 16 T 45 N R 5 E (Lat: 38.648144,  Lng: -90.470328),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 3,600 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,860 (year 2040),  Design Load: HS 20,  Features Intersected: SMITH CR,  Facility Carried by Structure: CONWAY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.6m (18.4ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 15859,  Location: S 10 T 45 N R 5 E (Lat: 38.655456,  Lng: -90.437306),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 11,750 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,863 (year 2040),  Features Intersected: DEER CR,  Facility Carried by Structure: LADUE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 15887,  Location: S 1923 T 45 N R 5 E (Lat: 38.670761,  Lng: -90.474364),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Posted for load,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 550 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 743 (year 2040),  Design Load: H 10,  Features Intersected: SMITH CR,  Facility Carried by Structure: BELLERIVE EST DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 15889,  Location: S 730 T 45 N R 5 E (Lat: 38.670922,  Lng: -90.477658),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Posted for load,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 950 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,283 (year 2040),  Design Load: H 10,  Features Intersected: SMITH CR,  Facility Carried by Structure: RUE DE FLEUR DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.426,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 29102,  Location: S 3 T 45 N R 5 E (Lat: 38.672136,  Lng: -90.449175),  Route carried "on" structure: State highway 340,  Year Built: 2002,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 32,927 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 46,098 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: IS 270
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.488,  Lanes on structure: 12,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 65.6m (215.2ft),  Skew: 21 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-To-Curb Width: 65.6m (215.2ft),  Out-to-Out Width: 66.4m (217.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 29108,  Location: S 3 T 45 N R 5 E (Lat: 38.672486,  Lng: -90.450822),  Route carried "on" structure: State highway 340,  Year Built: 2002,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 27,678 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 38,749 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CST WOODCREST EXECUTIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.356,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.0m (131.2ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.9m (68.6ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 35.6m (116.8ft),  Out-to-Out Width: 40.0m (131.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $920,000,  Roadway Improvement Cost: $92,000,  Total Project Cost: $1,379,000 ( 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: 29634,  Location: S 1 T 45 N R 5 E (Lat: 38.673169,  Lng: -90.404769),  Route carried "on" structure: State highway 340,  Year Built: 2003,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 28,008 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 39,211 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US 67
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.473,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 25.4m (83.3ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 55.8 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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 30337,  Location: S 25 T 46 N R 5 E (Lat: 38.697300,  Lng: -90.414014),  Route carried "on" structure: State highway D,  Year Built: 2004,  Status: Open,  Structure Length: 8.92m (29.27ft),  Average Daily Traffic: 30,723 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,404 (year 2041),  Design Load: HS 20,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.605,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum 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: 30338,  Location: S 25 T 46 N R 5 E (Lat: 38.697486,  Lng: -90.414294),  Route carried "on" structure: State highway D,  Year Built: 2004,  Status: Open,  Structure Length: 8.92m (29.27ft),  Average Daily Traffic: 30,155 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 37,694 (year 2041),  Design Load: HS 20,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.607,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 90.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum 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: 32979,  Location: S 28 T 46 N R 5 E (Lat: 38.700350,  Lng: -90.450531),  Route carried "on" structure: Ramp State highway ,  Year Built: 2010,  Status: Open,  Structure Length: 4.74m (15.55ft),  Average Daily Traffic: 7,198 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,998 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: IS 270,  Facility Carried by Structure: RP IS270E TO MO364
Minimum Vertical Clearance: 5.19m (17.03ft),  Kilometerpoint: 0.875,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 63.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: October 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: 32981,  Location: S 28 T 46 N R 5 E (Lat: 38.698781,  Lng: -90.447922),  Route carried "on" structure: Ramp State highway ,  Year Built: 2010,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 13,743 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 17,179 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MO 364,  Facility Carried by Structure: RP IS270E TO MO364
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 36246,  Location: S 8 T 45 N R 5 E (Lat: 38.655550,  Lng: -90.474669),  Route carried "on" structure: State highway AB,  Year Built: 2019,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 8,701 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,181 (year 2041),  Features Intersected: HIBLER CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.834,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 3752,  Location: S 15 T 45 N R 5 E (Lat: 38.638342,  Lng: -90.443519),  Route carried "on" structure: Ramp State highway ,  Year Built: 1990,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 14,124 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 17,655 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RT JJ,  Facility Carried by Structure: RP IS270E TO IS64E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.766,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 77.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  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: 848,  Location: S 10 T 45 N R 5 E (Lat: 38.655508,  Lng: -90.448019),  Route carried "on" structure: Interstate 270,  Year Built: 1964,  Year Reconstructed: 2004,  Status: Posted for load,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 87,819 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 109,774 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RT AB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.259,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 849,  Location: S 10 T 45 N R 5 E (Lat: 38.655519,  Lng: -90.448300),  Route carried "on" structure: Interstate 270,  Year Built: 1964,  Year Reconstructed: 2004,  Status: Posted for load,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 104,390 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 130,488 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RT AB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.275,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1025,  Location: S 1312 T 46 N R 5 E (Lat: 38.698197,  Lng: -90.450647),  Route carried "under" structure: Interstate 270,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 79,446 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 270,  Facility Carried by Structure: MO 364 E
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 27.031,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 1025,  Location: S 1312 T 46 N R 5 E (Lat: 38.698197,  Lng: -90.450647),  Route carried "under" structure: Interstate 270,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 77,666 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 270,  Facility Carried by Structure: MO 364 E
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 30.561,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 1026,  Location: S 1312 T 46 N R 5 E (Lat: 38.698331,  Lng: -90.450653),  Route carried "under" structure: Interstate 270,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 79,446 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 270,  Facility Carried by Structure: MO 364 W
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 27.055,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 1026,  Location: S 1312 T 46 N R 5 E (Lat: 38.698331,  Lng: -90.450653),  Route carried "under" structure: Interstate 270,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 66,888 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 270,  Facility Carried by Structure: MO 364 W
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 30.536,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 29102,  Location: S 3 T 45 N R 5 E (Lat: 38.672136,  Lng: -90.449175),  Route carried "under" structure: Interstate 270,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 77,666 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 270,  Facility Carried by Structure: MO 340 E
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 33.450,  Lanes on structure: 12,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 29102,  Location: S 3 T 45 N R 5 E (Lat: 38.672136,  Lng: -90.449175),  Route carried "under" structure: Interstate 270,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 89,340 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 270,  Facility Carried by Structure: MO 340 E
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 24.129,  Lanes on structure: 12,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 29108,  Location: S 3 T 45 N R 5 E (Lat: 38.672486,  Lng: -90.450822),  Route carried "under" structure: City street ,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 702 (year 2021),  Truck Traffic: 10%,  Features Intersected: CST WOODCREST EXECUTIVE,  Facility Carried by Structure: MO 340 E
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.050,  Lanes on structure: 10,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.9m (68.6ft)

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Structure Number: 29634,  Location: S 1 T 45 N R 5 E (Lat: 38.673169,  Lng: -90.404769),  Route carried "under" structure: US 67,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 12,484 (year 2021),  Truck Traffic: 5%,  Features Intersected: US 67,  Facility Carried by Structure: MO 340 E
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 281.089,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 29634,  Location: S 1 T 45 N R 5 E (Lat: 38.673169,  Lng: -90.404769),  Route carried "under" structure: US 67,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 14,797 (year 2021),  Truck Traffic: 10%,  Features Intersected: US 67,  Facility Carried by Structure: MO 340 E
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 37.047,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 32979,  Location: S 28 T 46 N R 5 E (Lat: 38.700350,  Lng: -90.450531),  Route carried "under" structure: Interstate 270,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 67,051 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 270
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 27.269,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 32979,  Location: S 28 T 46 N R 5 E (Lat: 38.700350,  Lng: -90.450531),  Route carried "under" structure: Interstate 270,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 66,888 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 270
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 30.317,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 32981,  Location: S 28 T 46 N R 5 E (Lat: 38.698781,  Lng: -90.447922),  Route carried "under" structure: State highway 364,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 31,080 (year 2021),  Truck Traffic: 5%,  Features Intersected: MO 364
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 34.194,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 32981,  Location: S 28 T 46 N R 5 E (Lat: 38.698781,  Lng: -90.447922),  Route carried "under" structure: State highway 364,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 35,422 (year 2021),  Truck Traffic: 5%,  Features Intersected: MO 364
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 3752,  Location: S 15 T 45 N R 5 E (Lat: 38.638342,  Lng: -90.443519),  Route carried "under" structure: State highway JJ,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 18,042 (year 2021),  Truck Traffic: 5%,  Features Intersected: RT JJ,  Facility Carried by Structure: RP IS270E TO IS64E
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.156,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 468,  Location: S 25 T 46 N R 5 E (Lat: 38.696369,  Lng: -90.408686),  Route carried "under" structure: US 67,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 14,797 (year 2021),  Truck Traffic: 10%,  Features Intersected: US 67,  Facility Carried by Structure: RT D E
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 34.361,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 468,  Location: S 25 T 46 N R 5 E (Lat: 38.696369,  Lng: -90.408686),  Route carried "under" structure: US 67,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 13,193 (year 2021),  Truck Traffic: 9%,  Features Intersected: US 67,  Facility Carried by Structure: RT D E
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 283.773,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 848,  Location: S 10 T 45 N R 5 E (Lat: 38.655508,  Lng: -90.448019),  Route carried "under" structure: State highway AB,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 9,892 (year 2021),  Truck Traffic: 4%,  Features Intersected: RT AB,  Facility Carried by Structure: IS 270 E
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 5.164,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 849,  Location: S 10 T 45 N R 5 E (Lat: 38.655519,  Lng: -90.448300),  Route carried "under" structure: State highway AB,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 9,892 (year 2021),  Truck Traffic: 4%,  Features Intersected: RT AB,  Facility Carried by Structure: IS 270 W
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 5.139,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)