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


  • National Bridge Inventory (NBI) Statistics
  • 51Number of bridges
  • 571ft / 174mTotal length
  • $3,952,000Total costs
  • 1,426,784Total average daily traffic
  • 176,485Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Sunset Hills
  • No street view available for this location

New bridges in Sunset Hills, MO - historical statistics
  • New bridges - historical statistics
  • 11920-1929
  • 121960-1969
  • 91980-1989
  • 191990-1999
  • 22000-2009
  • 52010-2019
  • 32020-2022
Reconstructed bridges in Sunset Hills, MO - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 31970-1979
  • 11980-1989
  • 21990-1999
  • 12000-2009
Average Bridge Daily Traffic in Sunset Hills, MO
Average Bridge Truck Traffic in Sunset Hills, MO
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 7.7%Excellent
  • 7.7%Very good
  • 38.5%Good
  • 30.8%Satisfactory
  • 15.4%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 15.4%Excellent
  • 30.8%Good
  • 30.8%Satisfactory
  • 23.1%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 15.4%Excellent
  • 15.4%Very good
  • 38.5%Good
  • 15.4%Satisfactory
  • 15.4%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 23.1%Good
  • 69.2%Satisfactory
  • 7.7%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 27.3%Good
  • 54.5%Satisfactory
  • 18.2%Fair
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Structure Number: 10166,  Location: S 14 T 55 N R 5 E (Lat: 38.548511,  Lng: -90.427175),  Route carried "on" structure: Ramp State highway ,  Year Built: 1996,  Status: Open,  Structure Length: 47.61m (156.20ft),  Average Daily Traffic: 13,968 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 17,460 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: IS 44, IS 270, RP IS270E,  Facility Carried by Structure: RP IS44E TO IS270E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.455,  Lanes on structure: 1,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 52.1m (170.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 95.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.7 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: May 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: 11741,  Location: S 14 T 44 N R 5 E (Lat: 38.555317,  Lng: -90.416261),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 9.78m (32.09ft),  Average Daily Traffic: 8,417 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,626 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: IS 44,  Facility Carried by Structure: GEYER RD S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.929,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 85.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 141,  Location: S 131 T 46 N R 5 E (Lat: 38.758922,  Lng: -90.430556),  Route carried "on" structure: Interstate 270,  Year Built: 1960,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 113,650 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 142,063 (year 2041),  Design Load: HS 20,  Features Intersected: COWMIRE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.194,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021
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Structure Number: 141,  Location: S 12 T 44 N R 5 E (Lat: 38.559272,  Lng: -90.406925),  Route carried "on" structure: Interstate 44,  Year Built: 1967,  Year Reconstructed: 1997,  Status: Posted for load,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 39,156 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 48,945 (year 2041),  Design Load: HS 20,  Features Intersected: US 50, US 61
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 446.766,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.0m (52.5ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Cathodic Protection
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Structure Number: 1411,  Location: S 12 T 44 N R 5 E (Lat: 38.559514,  Lng: -90.406922),  Route carried "on" structure: Interstate 44,  Year Built: 1967,  Year Reconstructed: 1997,  Status: Posted for load,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 44,222 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 55,278 (year 2041),  Design Load: HS 20,  Features Intersected: US 50, US 61
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.874,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.0m (52.5ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Cathodic Protection
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Structure Number: 1412,  Location: S 12 T 44 N R 6 E (Lat: 38.567811,  Lng: -90.393744),  Route carried "on" structure: County highway ,  Year Built: 1967,  Year Reconstructed: 1984,  Status: Posted for load,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 10,289 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,405 (year 2041),  Design Load: HS 20,  Features Intersected: IS 44,  Facility Carried by Structure: BIG BEND RD E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.405,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.0m,  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,318,000,  Roadway Improvement Cost: $132,000,  Total Project Cost: $1,976,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 1413,  Location: S 12 T 44 N R 6 E (Lat: 38.567911,  Lng: -90.393675),  Route carried "on" structure: County highway ,  Year Built: 1967,  Year Reconstructed: 1984,  Status: Posted for load,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 10,525 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,735 (year 2041),  Design Load: HS 20,  Features Intersected: IS 44,  Facility Carried by Structure: BIG BEND RD W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.571,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.0m,  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,318,000,  Roadway Improvement Cost: $132,000,  Total Project Cost: $1,976,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 1414,  Location: S 13 T 44 N R 5 E (Lat: 38.567894,  Lng: -90.392581),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 1.29m (4.23ft),  Average Daily Traffic: 20,555 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 28,777 (year 2041),  Design Load: HS 20,  Features Intersected: GRAVOIS CR,  Facility Carried by Structure: BIG BEND RD E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.520,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 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: 23607,  Location: S 23 T 44 N R 5 E (Lat: 38.527622,  Lng: -90.423694),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 2,529 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,414 (year 2040),  Design Load: HS 20,  Features Intersected: GRAVOIS CREEK BR,  Facility Carried by Structure: W WATSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 10.1m (33.1ft)

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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 23609,  Location: S 3116 T 44 N R 5 E (Lat: 38.513806,  Lng: -90.425994),  Route carried "on" structure: City street ,  Year Built: 1925,  Year Reconstructed: 1991,  Status: Posted for load,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 9,270 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,515 (year 2040),  Design Load: H 15,  Features Intersected: CR TO MERAMEC RVR,  Facility Carried by Structure: GRAVOIS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 67.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021
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Structure Number: 2595,  Location: S 13 T 44 N R 5 E (Lat: 38.555497,  Lng: -90.406975),  Route carried "on" structure: State highway 366,  Year Built: 1983,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 24,847 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 34,786 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US 50
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.176,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 90.9 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 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: July 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: 3031,  Location: S 22 T 44 N R 5 E (Lat: 38.542900,  Lng: -90.454297),  Route carried "on" structure: Ramp State highway ,  Year Built: 1981,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 11.16m (36.61ft),  Average Daily Traffic: 1,117 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,676 (year 2041),  Design Load: HS 20,  Features Intersected: IS 44, OR 44,  Facility Carried by Structure: RP SOR44E TO MRAZ
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.327,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 24.2m (79.4ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Other Special Inspection Date: March 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: 32513,  Location: S 26 T 44 N R 5 E (Lat: 38.525081,  Lng: -90.427500),  Route carried "on" structure: City street 419,  Year Built: 2009,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 2,529 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,414 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB B,  Facility Carried by Structure: W WATSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum 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: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 32779,  Location: S 23 T 44 N R 5 E (Lat: 38.538056,  Lng: -90.421111),  Route carried "on" structure: City street 419,  Year Built: 2009,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 135 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB B,  Facility Carried by Structure: BAALBEK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  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: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 59.4 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: 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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33412,  Location: S 23 T 44 N R 5 E (Lat: 38.534100,  Lng: -90.421572),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 1.32m (4.33ft),  Average Daily Traffic: 3,240 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,374 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB B,  Facility Carried by Structure: W WATSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.271,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  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: 10.4m (34.1ft),  Out-to-Out Width: 12.6m (41.3ft)

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: Equal to present minimum 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: Bituminous
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Structure Number: 33414,  Location: S 23 T 44 N R 5 E (Lat: 38.531050,  Lng: -90.421558),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 3,240 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,374 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB B,  Facility Carried by Structure: W WATSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.604,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33432,  Location: S 23 T 44 N R 5 E (Lat: 38.530167,  Lng: -90.421417),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Posted for load-capacity,  Structure Length: 1.32m (4.33ft),  Average Daily Traffic: 3,240 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,374 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB B,  Facility Carried by Structure: WEBER HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33433,  Location: S 23 T 44 N R 5 E (Lat: 38.536194,  Lng: -90.420722),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Posted for load,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 600 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 810 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB B,  Facility Carried by Structure: W WATSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum 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: Bituminous
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Structure Number: 3568,  Location: S 2 T 48 N R 32 W (Lat: 38.999144,  Lng: -94.416125),  Route carried "on" structure: State highway V,  Year Built: 1985,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 8,428 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,378 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: FK LIT BLUE RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.173,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  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: Better than 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: October 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: 3568,  Location: S 3116 T 44 N R 5 E (Lat: 38.517500,  Lng: -90.416667),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 600 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 810 (year 2040),  Design Load: HS 20,  Features Intersected: WATERWAY,  Facility Carried by Structure: RAHNING RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.8m (12.5ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: Equal to 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
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Structure Number: 35857,  Location: S 14 T 44 N R 5 E (Lat: 38.547853,  Lng: -90.429306),  Route carried "on" structure: Ramp State highway ,  Year Built: 2018,  Status: Open,  Structure Length: 3.28m (10.76ft),  Average Daily Traffic: 14,913 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 18,641 (year 2041),  Features Intersected: RAMP 3A-1,  Facility Carried by Structure: RP IS270W TO IS44W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.409,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.3m (102.7ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 86.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  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: 3665,  Location: S 647 T 57 N R 33 W (Lat: 39.776681,  Lng: -94.651961),  Route carried "on" structure: State highway 6,  Year Built: 1987,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 1,477 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,920 (year 2041),  Design Load: HS 20,  Features Intersected: MUDDY CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.327,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.5m (37.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 58.5 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: 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: August 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: 3665,  Location: S 7 T 44 N R 6 E (Lat: 38.567811,  Lng: -90.393744),  Route carried "on" structure: County highway ,  Year Built: 2022,  Status: Not yet open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 20,814 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,140 (year 2041),  Features Intersected: IS 44,  Facility Carried by Structure: BIG BEND RD E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.412,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 29.7m (97.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.9m (88.3ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 29.7m (97.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  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: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 4266,  Location: S 14 T 44 N R 5 E (Lat: 38.548167,  Lng: -90.426797),  Route carried "on" structure: Ramp State highway ,  Year Built: 1996,  Status: Open,  Structure Length: 45.84m (150.39ft),  Average Daily Traffic: 15,527 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,409 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: IS 270, IS 44, RP IS270E,  Facility Carried by Structure: RP IS44W TO IS270W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.009,  Lanes on structure: 1,  Lanes under structure: 17,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 94.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.7 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: May 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: 10166,  Location: S 14 T 55 N R 5 E (Lat: 38.548511,  Lng: -90.427175),  Route carried "under" structure: Interstate 44,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 52,873 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 44
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 444.618,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.1m (170.9ft)

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Structure Number: 10166,  Location: S 14 T 55 N R 5 E (Lat: 38.548511,  Lng: -90.427175),  Route carried "under" structure: Interstate 44,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 54,707 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 44
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 27.064,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.1m (170.9ft)

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Structure Number: 10166,  Location: S 14 T 55 N R 5 E (Lat: 38.548511,  Lng: -90.427175),  Route carried "under" structure: Interstate 270,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 78,747 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 270
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 47.720,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.1m (170.9ft)

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Structure Number: 10166,  Location: S 14 T 55 N R 5 E (Lat: 38.548511,  Lng: -90.427175),  Route carried "under" structure: Interstate 270,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 80,882 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 270
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 9.906,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.1m (170.9ft)

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Structure Number: 10166,  Location: S 14 T 55 N R 5 E (Lat: 38.548511,  Lng: -90.427175),  Route carried "under" structure: Ramp State highway ,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 10,413 (year 2021),  Truck Traffic: 10%,  Features Intersected: RP IS270E TO IS44W,  Facility Carried by Structure: RP IS44E TO IS270E
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 0.106,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.1m (170.9ft)

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Structure Number: 10166,  Location: S 14 T 55 N R 5 E (Lat: 38.548511,  Lng: -90.427175),  Route carried "under" structure: Ramp State highway ,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 10,413 (year 2021),  Truck Traffic: 10%,  Features Intersected: RP IS270E TO IS44W,  Facility Carried by Structure: RP IS44E TO IS270E
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.402,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.1m (170.9ft)

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Structure Number: 10166,  Location: S 14 T 55 N R 5 E (Lat: 38.548511,  Lng: -90.427175),  Route carried "under" structure: State highway 366,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 14,341 (year 2021),  Truck Traffic: 13%,  Features Intersected: MO 366,  Facility Carried by Structure: RP IS44E TO IS270E
Minimum Vertical Clearance: 6.58m (21.59ft),  Kilometerpoint: 0.177,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.1m (170.9ft)

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Structure Number: 11741,  Location: S 14 T 44 N R 5 E (Lat: 38.555317,  Lng: -90.416261),  Route carried "under" structure: Interstate 44,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 40,805 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 44,  Facility Carried by Structure: GEYER RD S
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 25.832,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 11741,  Location: S 14 T 44 N R 5 E (Lat: 38.555317,  Lng: -90.416261),  Route carried "under" structure: Interstate 44,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 39,156 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 44,  Facility Carried by Structure: GEYER RD S
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 445.860,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 141,  Location: S 12 T 44 N R 5 E (Lat: 38.559272,  Lng: -90.406925),  Route carried "under" structure: US 50,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 17,772 (year 2021),  Truck Traffic: 5%,  Features Intersected: US 50,  Facility Carried by Structure: IS 44 E
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 15.091,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.0m (52.5ft)

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Structure Number: 1411,  Location: S 12 T 44 N R 5 E (Lat: 38.559514,  Lng: -90.406922),  Route carried "under" structure: US 50,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 17,772 (year 2021),  Truck Traffic: 5%,  Features Intersected: US 50,  Facility Carried by Structure: IS 44 W
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 15.117,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.0m (52.5ft)

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Structure Number: 1412,  Location: S 12 T 44 N R 6 E (Lat: 38.567811,  Lng: -90.393744),  Route carried "under" structure: Interstate 44,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 49,008 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 44,  Facility Carried by Structure: BIG BEND RD E
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 23.297,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 1412,  Location: S 12 T 44 N R 6 E (Lat: 38.567811,  Lng: -90.393744),  Route carried "under" structure: Interstate 44,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 43,476 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 44,  Facility Carried by Structure: BIG BEND RD E
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 448.427,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 1413,  Location: S 12 T 44 N R 6 E (Lat: 38.567911,  Lng: -90.393675),  Route carried "under" structure: Interstate 44,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 43,476 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 44,  Facility Carried by Structure: BIG BEND RD W
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 448.427,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 1413,  Location: S 12 T 44 N R 6 E (Lat: 38.567911,  Lng: -90.393675),  Route carried "under" structure: Interstate 44,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 49,008 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 44,  Facility Carried by Structure: BIG BEND RD W
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 23.297,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 2595,  Location: S 13 T 44 N R 5 E (Lat: 38.555497,  Lng: -90.406975),  Route carried "under" structure: US 50,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 26,651 (year 2021),  Truck Traffic: 5%,  Features Intersected: US 50,  Facility Carried by Structure: MO 366 E
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 406.761,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 3031,  Location: S 22 T 44 N R 5 E (Lat: 38.542900,  Lng: -90.454297),  Route carried "under" structure: Interstate 44,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 50,875 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 44
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 29.659,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.2m (79.4ft)

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Structure Number: 3031,  Location: S 22 T 44 N R 5 E (Lat: 38.542900,  Lng: -90.454297),  Route carried "under" structure: Interstate 44,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 45,641 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 44
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 442.033,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.2m (79.4ft)

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Structure Number: 3031,  Location: S 22 T 44 N R 5 E (Lat: 38.542900,  Lng: -90.454297),  Route carried "under" structure: ServiceState highway 44,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 13,747 (year 2021),  Truck Traffic: 9%,  Features Intersected: OR 44
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.946,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.2m (79.4ft)

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Structure Number: 3031,  Location: S 22 T 44 N R 5 E (Lat: 38.542900,  Lng: -90.454297),  Route carried "under" structure: ServiceState highway 44,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 6,669 (year 2021),  Truck Traffic: 5%,  Features Intersected: OR 44
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 3.700,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.2m (79.4ft)

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Structure Number: 3665,  Location: S 7 T 44 N R 6 E (Lat: 38.567811,  Lng: -90.393744),  Route carried "under" structure: Interstate 44,  Year Built: 2022,  Structure Length: 0. m,  Average Daily Traffic: 26,286 (year 2021),  Truck Traffic: 22%,  Features Intersected: IS 44,  Facility Carried by Structure: BIG BEND RD E
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 415.512,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 26.9m (88.3ft)

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Structure Number: 3665,  Location: S 7 T 44 N R 6 E (Lat: 38.567811,  Lng: -90.393744),  Route carried "under" structure: Interstate 44,  Year Built: 2022,  Structure Length: 0. m,  Average Daily Traffic: 45,865 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 44,  Facility Carried by Structure: BIG BEND RD E
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 15.683,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 26.9m (88.3ft)

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Structure Number: 4266,  Location: S 14 T 44 N R 5 E (Lat: 38.548167,  Lng: -90.426797),  Route carried "under" structure: Interstate 270,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 93,748 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 270
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 9.844,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 4266,  Location: S 14 T 44 N R 5 E (Lat: 38.548167,  Lng: -90.426797),  Route carried "under" structure: Interstate 44,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 40,805 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 44
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 27.005,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 4266,  Location: S 14 T 44 N R 5 E (Lat: 38.548167,  Lng: -90.426797),  Route carried "under" structure: Ramp State highway ,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 10,413 (year 2021),  Truck Traffic: 10%,  Features Intersected: RP IS270E TO IS44W,  Facility Carried by Structure: RP IS44W TO IS270W
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.257,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 4266,  Location: S 14 T 44 N R 5 E (Lat: 38.548167,  Lng: -90.426797),  Route carried "under" structure: State highway 366,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 14,341 (year 2021),  Truck Traffic: 13%,  Features Intersected: MO 366,  Facility Carried by Structure: RP IS44W TO IS270W
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.246,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 4266,  Location: S 14 T 44 N R 5 E (Lat: 38.548167,  Lng: -90.426797),  Route carried "under" structure: Interstate 270,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 75,641 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 270
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 47.772,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.8m (160.1ft)

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