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

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Structure Number: 34635,  Location: S 1000 T 47 N R 5 E (Lat: 38.833667,  Lng: -90.490111),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 400 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 620 (year 2040),  Design Load: HS 20,  Features Intersected: CANAL,  Facility Carried by Structure: SB GRANGER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 75.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 34636,  Location: S 1000 T 47 N R 5 E (Lat: 38.833500,  Lng: -90.489972),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 400 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 620 (year 2040),  Design Load: HS 20,  Features Intersected: CANAL,  Facility Carried by Structure: NB GRANGER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 62.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 34637,  Location: S 1000 T 47 N R 5 E (Lat: 38.830461,  Lng: -90.487642),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 400 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 620 (year 2040),  Design Load: HS 20,  Features Intersected: CANAL,  Facility Carried by Structure: SIMEON BUNKER ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Open Grating

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Structure Number: 34638,  Location: S 1000 T 47 N R 5 E (Lat: 38.836039,  Lng: -90.486144),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,200 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,860 (year 2040),  Design Load: HS 20,  Features Intersected: CANAL,  Facility Carried by Structure: BARTAR STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.0m (36.1ft)

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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Open Grating

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Structure Number: 34639,  Location: S 1000 T 47 N R 5 E (Lat: 38.831694,  Lng: -90.480861),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,200 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,860 (year 2040),  Design Load: HS 20,  Features Intersected: CANAL,  Facility Carried by Structure: ISLAND HARBOR DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 86.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Open Grating

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Structure Number: 35182,  Location: S 3280 T 46 N R 5 E (Lat: 38.770939,  Lng: -90.500358),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 5.44m (17.85ft),  Average Daily Traffic: 7,000 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,650 (year 2041),  Features Intersected: IS 70,  Facility Carried by Structure: CONVENTION CENTER
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.425,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.7m (87.6ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum 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: 35183,  Location: S 328 T 46 N R 5 E (Lat: 38.769567,  Lng: -90.498572),  Route carried "on" structure: Ramp State highway ,  Year Built: 2016,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 5,378 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,143 (year 2040),  Features Intersected: RP FAIRGROUNDS RD TO IS7,  Facility Carried by Structure: RP IS70E TO LP70E
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.177,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 47.7 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: Superior 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: 35386,  Location: S 1 T 47 N R 4 E (Lat: 38.864842,  Lng: -90.516667),  Route carried "on" structure: County highway 14100,  Year Built: 2017,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 292 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 642 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB OF MISSISSIPP,  Facility Carried by Structure: S SHORE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.7m (15.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 50.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35644,  Location: S 29 T 46 N R 4 E (Lat: 38.708861,  Lng: -90.589081),  Route carried "on" structure: County highway 241,  Year Built: 2017,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 851 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,319 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB,  Facility Carried by Structure: GREENS BOTTOM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022

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Structure Number: 36261,  Location: S 2892 T 46 N R 5 E (Lat: 38.763361,  Lng: -90.499917),  Route carried "on" structure: City street ,  Year Built: 2018,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,100 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,705 (year 2040),  Features Intersected: CRYSTAL SPRINGS CR,  Facility Carried by Structure: RIO VISTA DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.5m (34.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 81.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 36262,  Location: S 2892 T 46 N R 5 E (Lat: 38.763528,  Lng: -90.502611),  Route carried "on" structure: City street ,  Year Built: 2018,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 2,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,875 (year 2040),  Design Load: HS 20,  Features Intersected: CRYSTAL SPRINGS CR,  Facility Carried by Structure: S 5TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.4m (14.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 97.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 36263,  Location: S 24 T 47 N R 4 E (Lat: 38.811111,  Lng: -90.516111),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 3.43m (11.25ft),  Average Daily Traffic: 1,530 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,372 (year 2040),  Design Load: HS 20,  Features Intersected: COLE CR,  Facility Carried by Structure: RUNNYMEADE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 36264,  Location: S 24 T 47 N R 4 E (Lat: 38.816944,  Lng: -90.513611),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 4,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,200 (year 2040),  Design Load: HS 20,  Features Intersected: COLE CR,  Facility Carried by Structure: ELM POINT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 36265,  Location: S 2892 T 47 N R 5 E (Lat: 38.793222,  Lng: -90.497972),  Route carried "on" structure: City street ,  Year Built: 2018,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 20,500 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 31,775 (year 2040),  Design Load: HS 20,  Features Intersected: BOSCHERT CR,  Facility Carried by Structure: ELM ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 80.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 36266,  Location: S 2892 T 46 N R 5 E (Lat: 38.804722,  Lng: -90.495556),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 2,700 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,185 (year 2040),  Design Load: HS 20,  Features Intersected: BOSCHERT CR,  Facility Carried by Structure: CONCORDIA LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  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: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 36267,  Location: S 2892 T 47 N R 5 E (Lat: 38.792361,  Lng: -90.499111),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 3,100 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,805 (year 2040),  Features Intersected: BOSCHERT CR,  Facility Carried by Structure: SIBLEY SST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 80.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: January 2022

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Structure Number: 36341,  Location: S 2982 T 46 N R 5 E (Lat: 38.764833,  Lng: -90.503750),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 3.12m (10.24ft),  Average Daily Traffic: 3,400 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,270 (year 2040),  Design Load: HS 20,  Features Intersected: CRYSTAL SPRINGS CR,  Facility Carried by Structure: CONVENTION CTR BLV
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: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 92.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 36392,  Location: S 13 T 47 N R 4 E (Lat: 38.832908,  Lng: -90.517281),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 1,550 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB MISSISSIPPI R,  Facility Carried by Structure: SKINNER INDSTRL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m

Condition: Channel: Very good,  Culverts: Satisfactory,  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 minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 36414,  Location: S 6 T 47 N R 5 E (Lat: 38.860833,  Lng: -90.510556),  Route carried "on" structure: County highway 96,  Year Built: 2020,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 569 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 882 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB OF MISS RVR,  Facility Carried by Structure: SEEBURGER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.736,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.8m (9.2ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 50.4 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: Superior to present desirable 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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 36702,  Location: S 3280 T 47 N R 4 E (Lat: 38.781933,  Lng: -90.532353),  Route carried "on" structure: City street 383,  Year Built: 2022,  Status: Not yet open,  Structure Length: 1.70m (5.58ft),  Average Daily Traffic: 20,000 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 31,000 (year 2041),  Design Load: HS 20,  Features Intersected: TRIB OF COLE CR,  Facility Carried by Structure: ZUMBEHL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 60.7m (199.1ft),  Out-to-Out Width: 76.5m (251.0ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 74.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable 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: January 2022

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Structure Number: 3729,  Location: S 32 T 47 N R 5 E (Lat: 38.798108,  Lng: -90.466814),  Route carried "on" structure: State highway 370,  Year Built: 1992,  Status: Open,  Structure Length: 105.31m (345.51ft),  Average Daily Traffic: 25,313 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 43,032 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MISSOURI RVR, CST MAIN S
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 13.123,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Navigation Control: Yes ( Vertical Clearance: 15.8m (51.8ft), Horizontal Clearance: 188.1m (617.1ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 22,  Length of Maximum Span: 190.5m (625.0ft),  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: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Underwater Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 373,  Location: S 12 T 27 N R 32 W (Lat: 37.078364,  Lng: -94.376458),  Route carried "on" structure: Interstate 44,  Year Built: 1960,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 19,326 (year 2021),  Truck Traffic: 28%,  Average Future Daily Traffic: 34,787 (year 2041),  Design Load: HS 20,  Features Intersected: GROVE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.954,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 373,  Location: S 32 T 47 N R 5 E (Lat: 38.798203,  Lng: -90.466647),  Route carried "on" structure: State highway 370,  Year Built: 1993,  Status: Open,  Structure Length: 105.31m (345.51ft),  Average Daily Traffic: 25,213 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 31,516 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MISSOURI RVR, CST MAIN S
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 6.437,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Navigation Control: Yes ( Vertical Clearance: 15.8m (51.8ft), Horizontal Clearance: 188.1m (617.1ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 22,  Length of Maximum Span: 190.5m (625.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 43.2 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: Meets minimum limits,  Underclear: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Underwater Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4043,  Location: S 161 T 47 N R 5 E (Lat: 38.803119,  Lng: -90.475350),  Route carried "on" structure: State highway 370,  Year Built: 1991,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 20,604 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,027 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MO 94
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.649,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.3m (119.1ft),  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: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum 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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4058,  Location: S 188 T 47 N R 5 E (Lat: 38.818575,  Lng: -90.498483),  Route carried "on" structure: State highway 370,  Year Built: 1992,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 42,017 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 71,429 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BOSCHERT CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.031,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 4 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: Satisfactory,  Inventory Rating: 67.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 4113,  Location: S 161 T 47 N R 5 E (Lat: 38.803336,  Lng: -90.475300),  Route carried "on" structure: State highway 370,  Year Built: 1991,  Status: Open,  Structure Length: 15.39m (50.49ft),  Average Daily Traffic: 25,213 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 42,862 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MO 94
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.778,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 61.2 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: Somewhat better than minimum adequacy,  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 2021,  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: 4116,  Location: S 22 T 47 N R 4 E (Lat: 38.818900,  Lng: -90.554558),  Route carried "on" structure: State highway 370,  Year Built: 1994,  Status: Open,  Structure Length: 1.35m (4.43ft),  Average Daily Traffic: 43,554 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 74,042 (year 2041),  Design Load: HS 20,  Features Intersected: SANDFORT CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.910,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

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: 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: 4118,  Location: S 13 T 47 N R 4 E (Lat: 38.825700,  Lng: -90.524997),  Route carried "on" structure: State highway 370,  Year Built: 1994,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 21,200 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,040 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: COLE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.508,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.3m (63.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 99.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.5 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: 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: 4123,  Location: S 13 T 47 N R 4 E (Lat: 38.825839,  Lng: -90.525289),  Route carried "on" structure: State highway 370,  Year Built: 1994,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 22,354 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,002 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: COLE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.024,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.3m (63.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.0m,  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  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: Equal to 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: 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: 4202,  Location: S 13 T 47 N R 4 E (Lat: 38.824178,  Lng: -90.518094),  Route carried "on" structure: State highway 370,  Year Built: 1994,  Status: Open,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 21,200 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,040 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CST ELM ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.164,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum 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: 4203,  Location: S 27 T 47 N R 5 E (Lat: 38.820986,  Lng: -90.506639),  Route carried "on" structure: State highway 370,  Year Built: 1994,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 20,604 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,027 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CRD ELM POINT IND DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.255,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum 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: 4213,  Location: S 13 T 47 N R 4 E (Lat: 38.824353,  Lng: -90.518100),  Route carried "on" structure: State highway 370,  Year Built: 1994,  Status: Open,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 21,413 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,402 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CST ELM ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.318,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.0m,  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum 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: 4214,  Location: S 27 T 47 N R 5 E (Lat: 38.821103,  Lng: -90.506517),  Route carried "on" structure: State highway 370,  Year Built: 1994,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 21,413 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,402 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CRD ELM POINT IND DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.256,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.0m,  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum 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: 46,  Location: S 34 T 47 N R 4 E (Lat: 38.789889,  Lng: -90.550372),  Route carried "on" structure: Interstate 70,  Year Built: 1953,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 108,643 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 184,693 (year 2041),  Design Load: HS 20,  Features Intersected: SANDFORD CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 363.825,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: 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 minimum 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: 4601,  Location: S 3280 T 47 N R 4 E (Lat: 38.785614,  Lng: -90.529047),  Route carried "on" structure: Interstate 70,  Year Built: 1953,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 114,102 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 193,973 (year 2041),  Design Load: HS 20,  Features Intersected: COLE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 365.737,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 60.7m (199.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum 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: 635,  Location: S 2 T 47 N R 4 E (Lat: 38.853117,  Lng: -90.549194),  Route carried "on" structure: State highway B,  Year Built: 1962,  Year Reconstructed: 2011,  Status: Posted for load,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 842 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,642 (year 2041),  Design Load: H 15,  Features Intersected: DARDENNE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.767,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 31.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.9 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6672,  Location: S 32 T 47 N R 5 E (Lat: 38.764858,  Lng: -90.484025),  Route carried "on" structure: Interstate 70,  Year Built: 1958,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 124.45m (408.30ft),  Average Daily Traffic: 72,044 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 90,055 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MISSOURI RVR, CST MAIN S
Minimum Vertical Clearance: 6.05m (19.85ft),  Kilometerpoint: 31.595,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 16.2m (53.1ft), Horizontal Clearance: 121.9m (399.9ft)),  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 17,  Length of Maximum Span: 146.3m (480.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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 minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.44m (40.81ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Underwater Inspection Date: July 2017,  Bridge Improvement Cost: $58,503,000,  Roadway Improvement Cost: $5,850,000,  Total Project Cost: $87,754,000 ( 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: 11911,  Location: S 3280 T 46 N R 4 E (Lat: 38.781772,  Lng: -90.519450),  Route carried "under" structure: Interstate 70,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 57,661 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 70,  Facility Carried by Structure: HAWKS NEST DR E
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 366.675,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.5m (93.5ft)

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Structure Number: 11911,  Location: S 3280 T 46 N R 4 E (Lat: 38.781772,  Lng: -90.519450),  Route carried "under" structure: Interstate 70,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 56,441 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 70,  Facility Carried by Structure: HAWKS NEST DR E
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 35.845,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.5m (93.5ft)

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Structure Number: 12072,  Location: S 11 T 46 N R 4 E (Lat: 38.754344,  Lng: -90.547083),  Route carried "under" structure: State highway 364,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 42,785 (year 2021),  Truck Traffic: 5%,  Features Intersected: MO 364,  Facility Carried by Structure: MO 94 E
Minimum Vertical Clearance: 6.71m (22.01ft),  Kilometerpoint: 22.119,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.5m (198.5ft)

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Structure Number: 12072,  Location: S 11 T 46 N R 4 E (Lat: 38.754344,  Lng: -90.547083),  Route carried "under" structure: Ramp State highway ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 3,460 (year 2021),  Truck Traffic: 1%,  Features Intersected: RP MO364W TO NOR94W,  Facility Carried by Structure: MO 94 E
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 0.246,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.5m (198.5ft)

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Structure Number: 12072,  Location: S 11 T 46 N R 4 E (Lat: 38.754344,  Lng: -90.547083),  Route carried "under" structure: State highway 364,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 42,763 (year 2021),  Truck Traffic: 13%,  Features Intersected: MO 364,  Facility Carried by Structure: MO 94 E
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 12.247,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.5m (198.5ft)

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Structure Number: 12121,  Location: S 1198 T 46 N R 4 E (Lat: 38.754856,  Lng: -90.547881),  Route carried "under" structure: Ramp State highway ,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 3,460 (year 2021),  Truck Traffic: 1%,  Features Intersected: RP MO364W TO NOR94W,  Facility Carried by Structure: MO 94 W
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 12133,  Location: S 119 T 46 N R 4 E (Lat: 38.743842,  Lng: -90.529736),  Route carried "under" structure: County highway ,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 7,312 (year 2021),  Truck Traffic: 5%,  Features Intersected: CRD ARENA PKWY,  Facility Carried by Structure: MO 364 E
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.058,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 12134,  Location: S 1198 T 46 N R 4 E (Lat: 38.744025,  Lng: -90.529503),  Route carried "under" structure: County highway ,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 7,312 (year 2021),  Truck Traffic: 5%,  Features Intersected: CRD ARENA PKWY,  Facility Carried by Structure: MO 364 W
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.084,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 12137,  Location: S 1198 T 46 N R 4 E (Lat: 38.753272,  Lng: -90.542633),  Route carried "under" structure: State highway 364,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 42,785 (year 2021),  Truck Traffic: 5%,  Features Intersected: MO 364
Minimum Vertical Clearance: 6.78m (22.24ft),  Kilometerpoint: 22.560,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 12137,  Location: S 1198 T 46 N R 4 E (Lat: 38.753272,  Lng: -90.542633),  Route carried "under" structure: State highway 364,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 42,763 (year 2021),  Truck Traffic: 13%,  Features Intersected: MO 364
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 11.854,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)