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Bridge Statistics for Lake St. Louis, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


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  • National Bridge Inventory (NBI) Statistics
  • 27Number of bridges
  • 177m581ftTotal length
  • 474,202Total average daily traffic
  • 47,536Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Lake St. Louis
  • No street view available for this location

New bridges - Historical Statistics

  • 21930-1939
  • 21970-1979
  • 21990-1999
  • 172000-2009
  • 42010-2015

Reconstructed bridges - Historical Statistics

  • 11970-1979
  • 01980-1989
  • 01990-1999
  • 12000-2009

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 19764,  Location: S 33 T 47 N R 2 E (Lat: 38.803450,  Lng: -90.793525),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 4,200 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,510 (year 2034),  Features Intersected: TRIB OF PERUQUE CR,  Facility Carried by Structure: DELOIRE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal 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: 2.5m (8.2ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 14
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Structure Number: 19765,  Location: S 35 T 47 N R 2 E (Lat: 38.785183,  Lng: -90.770950),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 5,200 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,060 (year 2034),  Features Intersected: TRIB OF PERUQUE CR,  Facility Carried by Structure: LK ST LOUIS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 14
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Structure Number: 296,  Location: S 2 T 46 N R 2 E (Lat: 38.770372,  Lng: -90.777017),  Route carried "on" structure: State highway 364,  Year Built: 2003,  Status: Open,  Structure Length: 10.94m (35.89ft),  Average Daily Traffic: 20,636 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 35,081 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: IS 64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.473,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.4m (70.2ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 21.4m (70.2ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 13,  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: 30138,  Location: S 26 T 47 N R 2 E (Lat: 38.804022,  Lng: -90.770689),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 6,558 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,804 (year 2035),  Design Load: HS 20,  Features Intersected: IS 70,  Facility Carried by Structure: LAKE ST LOUIS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.482,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 24.8m (81.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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 13,  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: 30676,  Location: S 26 T 47 N R 2 E (Lat: 38.802067,  Lng: -90.766422),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 6,000 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,300 (year 2034),  Design Load: HS 20,  Features Intersected: PERUQUE CR, LK ST LOUIS,  Facility Carried by Structure: LK ST LOUIS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Excellent,  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 desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 14,  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: 30733,  Location: S 3 T 46 N R 2 E (Lat: 38.773956,  Lng: -90.782944),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 3,161 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,163 (year 2035),  Design Load: HS 20,  Features Intersected: IS 64,  Facility Carried by Structure: RONALD REAGAN DR S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.217,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Excellent,  Operating Rating: 90.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: September 13,  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: 30877,  Location: S 54 T 47 N R 2 E (Lat: 38.803567,  Lng: -90.764506),  Route carried "on" structure: State highway 70,  Year Built: 2005,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 5,528 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,779 (year 2035),  Design Load: HS 20,  Features Intersected: PERUQUE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.470,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 84.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: September 13,  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: 31432,  Location: S 3 T 46 N R 2 E (Lat: 38.766128,  Lng: -90.770311),  Route carried "on" structure: State highway N,  Year Built: 2006,  Status: Open,  Structure Length: 14.14m (46.39ft),  Average Daily Traffic: 10,132 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 18,237 (year 2035),  Design Load: HS 20,  Features Intersected: HENKE ROAD, IS 64
Minimum Vertical Clearance: 5.48m (17.98ft),  Kilometerpoint: 18.348,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.6 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: Better than present minimum criteria,  Deck Geometry: Superior 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 13,  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: 31523,  Location: S 3 T 46 N R 2 E (Lat: 38.774769,  Lng: -90.782003),  Route carried "on" structure: City street 232,  Year Built: 2005,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 800 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,240 (year 2034),  Design Load: HS 20,  Features Intersected: FEISE RD,  Facility Carried by Structure: RONALD REAGAN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Excellent,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 14,  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: 3184,  Location: S 33 T 47 N R 2 E (Lat: 38.786519,  Lng: -90.803906),  Route carried "on" structure: Interstate 64,  Year Built: 2009,  Status: Open,  Structure Length: 7.79m (25.56ft),  Average Daily Traffic: 24,024 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 40,840 (year 2035),  Design Load: HS 25,  Features Intersected: PERUQUE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.991,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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 13,  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: 34556,  Location: S 1 T 46 N R 2 E (Lat: 38.771047,  Lng: -90.770186),  Route carried "on" structure: State highway 364,  Year Built: 2013,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 17,222 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 29,277 (year 2035),  Features Intersected: CST HENKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.119,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.1m (46.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 71.1 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 14,  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: 34557,  Location: S 1 T 46 N R 2 E (Lat: 38.771300,  Lng: -90.770200),  Route carried "on" structure: State highway 364,  Year Built: 2013,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 3,414 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,803 (year 2035),  Features Intersected: CST HENKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.267,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 70.2 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 14,  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: 5616,  Location: S 33 T 47 N R 2 E (Lat: 38.786889,  Lng: -90.803608),  Route carried "on" structure: State highway 64,  Year Built: 1935,  Year Reconstructed: 1977,  Status: Posted for load,  Structure Length: 7.02m (23.03ft),  Average Daily Traffic: 1,072 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,090 (year 2035),  Design Load: H 20,  Features Intersected: PERUQUE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.445,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 14,  Critical Feature Inspection Date: May 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 5617,  Location: S 33 T 47 N R 2 E (Lat: 38.783667,  Lng: -90.800056),  Route carried "on" structure: Interstate 64,  Year Built: 1935,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 47,944 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 81,504 (year 2035),  Design Load: H 15,  Features Intersected: PERUQUE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.437,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 58.5 metric tons,  Inventory Rating: 32.4 metric tons,  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 13
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Structure Number: 296,  Location: S 2 T 46 N R 2 E (Lat: 38.770372,  Lng: -90.777017),  Route carried "under" structure: Interstate 64,  Year Built: 2003,  Structure Length: 10.94m (35.89ft),  Average Daily Traffic: 30,424 (year 2014),  Truck Traffic: 10%,  Features Intersected: IS 64
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 6.968,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 296,  Location: S 2 T 46 N R 2 E (Lat: 38.770372,  Lng: -90.777017),  Route carried "under" structure: Interstate 64,  Year Built: 2003,  Structure Length: 10.94m (35.89ft),  Average Daily Traffic: 24,332 (year 2014),  Truck Traffic: 10%,  Features Intersected: IS 64
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 58.698,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 30138,  Location: S 26 T 47 N R 2 E (Lat: 38.804022,  Lng: -90.770689),  Route carried "under" structure: Interstate 70,  Year Built: 2003,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 47,968 (year 2014),  Truck Traffic: 11%,  Features Intersected: IS 70,  Facility Carried by Structure: LAKE ST LOUIS BLVD
Minimum Vertical Clearance: 0.05m (0.16ft),  Kilometerpoint: 344.325,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 30138,  Location: S 26 T 47 N R 2 E (Lat: 38.804022,  Lng: -90.770689),  Route carried "under" structure: Interstate 70,  Year Built: 2003,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 47,127 (year 2014),  Truck Traffic: 11%,  Features Intersected: IS 70,  Facility Carried by Structure: LAKE ST LOUIS BLVD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 58.051,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 30733,  Location: S 3 T 46 N R 2 E (Lat: 38.773956,  Lng: -90.782944),  Route carried "under" structure: Interstate 64,  Year Built: 2005,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 23,920 (year 2014),  Truck Traffic: 10%,  Features Intersected: IS 64,  Facility Carried by Structure: RONALD REAGAN DR S
Minimum Vertical Clearance: 0.51m (1.67ft),  Kilometerpoint: 59.366,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 30733,  Location: S 3 T 46 N R 2 E (Lat: 38.773956,  Lng: -90.782944),  Route carried "under" structure: Interstate 64,  Year Built: 2005,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 24,024 (year 2014),  Truck Traffic: 10%,  Features Intersected: IS 64,  Facility Carried by Structure: RONALD REAGAN DR S
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 6.318,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 31432,  Location: S 3 T 46 N R 2 E (Lat: 38.766128,  Lng: -90.770311),  Route carried "under" structure: Interstate 64,  Year Built: 2006,  Structure Length: 14.14m (46.39ft),  Average Daily Traffic: 24,332 (year 2014),  Truck Traffic: 10%,  Features Intersected: IS 64,  Facility Carried by Structure: RT N E
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 57.961,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 3.9m (12.8ft)

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Structure Number: 31432,  Location: S 3 T 46 N R 2 E (Lat: 38.766128,  Lng: -90.770311),  Route carried "under" structure: City street 40,  Year Built: 2006,  Structure Length: 14.14m (46.39ft),  Average Daily Traffic: 200 (year 2013),  Truck Traffic: 12%,  Features Intersected: HENKE ROAD,  Facility Carried by Structure: RT N E
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 3.9m (12.8ft)

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Structure Number: 31432,  Location: S 3 T 46 N R 2 E (Lat: 38.766128,  Lng: -90.770311),  Route carried "under" structure: Interstate 64,  Year Built: 2006,  Structure Length: 14.14m (46.39ft),  Average Daily Traffic: 30,424 (year 2014),  Truck Traffic: 10%,  Features Intersected: IS 64,  Facility Carried by Structure: RT N E
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 7.696,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 3.9m (12.8ft)

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Structure Number: 34556,  Location: S 1 T 46 N R 2 E (Lat: 38.771047,  Lng: -90.770186),  Route carried "under" structure: City street ,  Year Built: 2013,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 8,808 (year 2014),  Truck Traffic: 10%,  Features Intersected: CST HENKE RD,  Facility Carried by Structure: MO 364 E
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 0.151,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 34557,  Location: S 1 T 46 N R 2 E (Lat: 38.771300,  Lng: -90.770200),  Route carried "under" structure: City street ,  Year Built: 2013,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 8,808 (year 2014),  Truck Traffic: 10%,  Features Intersected: CST HENKE RD,  Facility Carried by Structure: MO 364 W
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 1.487,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 4256,  Location: S 35 T 47 N R 2 E (Lat: 38.781839,  Lng: -90.795950),  Route carried "under" structure: Interstate 64,  Year Built: 1996,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 24,024 (year 2014),  Truck Traffic: 10%,  Features Intersected: IS 64,  Facility Carried by Structure: LAKE ST LOUIS BLVD
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 4.889,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 4256,  Location: S 35 T 47 N R 2 E (Lat: 38.781839,  Lng: -90.795950),  Route carried "under" structure: Interstate 64,  Year Built: 1996,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 23,920 (year 2014),  Truck Traffic: 10%,  Features Intersected: IS 64,  Facility Carried by Structure: LAKE ST LOUIS BLVD
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 60.795,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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