Bridge Statistics for Bonne Terre, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 12069,  Location: S 10 T 37 N R 5 E (Lat: 37.929639,  Lng: -90.461419),  Route carried "on" structure: State highway K,  Year Built: 2001,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 1,423 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,277 (year 2041),  Design Load: HS 20,  Features Intersected: DRY BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.216,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Good,  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: March 2021

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Structure Number: 12234,  Location: S 27 T 38 N R 4 E (Lat: 37.981239,  Lng: -90.581800),  Route carried "on" structure: County highway 3,  Year Built: 1950,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 15 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 23 (year 2041),  Features Intersected: PETER CR,  Facility Carried by Structure: CROSSMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 3.8m (12.5ft),  Out-to-Out Width: 4.2m (13.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 30.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13143,  Location: S 4 T 37 N R 4 E (Lat: 37.943728,  Lng: -90.586264),  Route carried "on" structure: County highway 30,  Year Built: 1950,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 250 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 375 (year 2041),  Features Intersected: CABANNA COURSE CR,  Facility Carried by Structure: OLD CADET RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Channel: Very good,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.24m (0.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $175,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $263,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13146,  Location: S 10 T 37 N R 4 E (Lat: 37.940881,  Lng: -90.582986),  Route carried "on" structure: County highway 30,  Year Built: 1950,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 250 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 375 (year 2041),  Features Intersected: CABANNA COURSE CR,  Facility Carried by Structure: OLD CADET RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13394,  Location: S 2114 T 37 N R 5 E (Lat: 37.947281,  Lng: -90.499128),  Route carried "on" structure: County highway 37,  Year Built: 1940,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 35 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 53 (year 2041),  Features Intersected: TERRE BLUE,  Facility Carried by Structure: SAFFELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 31.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 13972,  Location: S 2107 T 37 N R 5 E (Lat: 37.927481,  Lng: -90.472006),  Route carried "on" structure: County highway 53,  Year Built: 1935,  Status: Posted for load,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 130 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 195 (year 2041),  Features Intersected: TERRE BLEUE,  Facility Carried by Structure: HILLSBORO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Masonry,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20664,  Location: S 85 T 37 N R 5 E (Lat: 37.902939,  Lng: -90.514964),  Route carried "on" structure: County highway 269,  Year Built: 1945,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 1,500 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,250 (year 2041),  Features Intersected: BR OF BIG RVR,  Facility Carried by Structure: VO-TECH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.575,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 2997,  Location: S 9 T 37 N R 4 E (Lat: 37.934192,  Lng: -90.584572),  Route carried "on" structure: State highway 47,  Year Built: 1976,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 3,012 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,819 (year 2041),  Design Load: HS 20,  Features Intersected: CABANNE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 187.011,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 87.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 31458,  Location: S 23 T 37 N R 4 E (Lat: 37.906106,  Lng: -90.549772),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 1,200 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,800 (year 2041),  Design Load: HS 20,  Features Intersected: UP RR,  Facility Carried by Structure: OLD BONNE TERRE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 32275,  Location: S 13 T 37 N R 4 E (Lat: 37.912047,  Lng: -90.530794),  Route carried "on" structure: US 67,  Year Built: 2008,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 13,486 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 23,601 (year 2041),  Features Intersected: CST OLD ORCHARD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 137.858,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.8m (48.6ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Superstructure: Very good,  Substructure: Good,  Operating Rating: 51.3 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 32278,  Location: S 13 T 37 N R 4 E (Lat: 37.912228,  Lng: -90.530742),  Route carried "on" structure: US 67,  Year Built: 2008,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 13,455 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 23,546 (year 2041),  Features Intersected: CST OLD ORCHARD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 180.287,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Superstructure: Very good,  Substructure: Good,  Operating Rating: 51.3 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 32735,  Location: S 5 T 37 N R 5 E (Lat: 37.951078,  Lng: -90.488794),  Route carried "on" structure: County highway 37,  Year Built: 2008,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 35 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 53 (year 2041),  Features Intersected: BR TERRE BLEUE CR,  Facility Carried by Structure: SAFFELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3373,  Location: S 34 T 38 N R 4 E (Lat: 37.965500,  Lng: -90.574342),  Route carried "on" structure: State highway E,  Year Built: 1983,  Status: Open,  Structure Length: 16.34m (53.61ft),  Average Daily Traffic: 2,476 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,962 (year 2041),  Design Load: H 15,  Features Intersected: BIG RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.205,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 27.4m (89.9ft),  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: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 55.8 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: 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: October 2020,  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: 471,  Location: S 467 T 37 N R 4 E (Lat: 37.921956,  Lng: -90.538267),  Route carried "on" structure: US 67,  Year Built: 1959,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 13,455 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 23,546 (year 2041),  Design Load: H 20,  Features Intersected: MO 47
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 181.633,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.62m (2.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $505,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $758,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Built-up,  Deck Protection: Internally Sealed

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Structure Number: 6402,  Location: S 2 T 37 N R 4 E (Lat: 37.955017,  Lng: -90.551533),  Route carried "on" structure: US 67,  Year Built: 1956,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 14.39m (47.21ft),  Average Daily Traffic: 10,921 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 19,112 (year 2041),  Design Load: H 20,  Features Intersected: BIG RIVER, DECLUE LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 185.508,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 5,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,242,000,  Roadway Improvement Cost: $124,000,  Total Project Cost: $1,863,000 ( 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: 6403,  Location: S 83 T 37 N R 5 E (Lat: 37.902219,  Lng: -90.513478),  Route carried "on" structure: US 67,  Year Built: 1957,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 26,941 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 47,147 (year 2041),  Design Load: H 20,  Features Intersected: DAYCE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 139.670,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: 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: March 2021

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Structure Number: 717,  Location: S 72 T 37 N R 5 E (Lat: 37.926664,  Lng: -90.502003),  Route carried "on" structure: State highway K,  Year Built: 1964,  Status: Open,  Structure Length: 12.83m (42.09ft),  Average Daily Traffic: 6,737 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 10,779 (year 2041),  Design Load: H 15,  Features Intersected: BIG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.484,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 50.2m (164.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $2,203,000,  Roadway Improvement Cost: $220,000,  Total Project Cost: $3,304,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 784,  Location: S 467 T 37 N R 4 E (Lat: 37.922003,  Lng: -90.538503),  Route carried "on" structure: US 67,  Year Built: 1959,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 10,660 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 18,655 (year 2041),  Design Load: H 20,  Features Intersected: MO 47
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 136.426,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.62m (2.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $505,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $758,000 ( 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: 32275,  Location: S 13 T 37 N R 4 E (Lat: 37.912047,  Lng: -90.530794),  Route carried "under" structure: City street ,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 4,662 (year 2021),  Truck Traffic: 5%,  Features Intersected: CST OLD ORCHARD RD,  Facility Carried by Structure: US 67 S
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 1.014,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 32278,  Location: S 13 T 37 N R 4 E (Lat: 37.912228,  Lng: -90.530742),  Route carried "under" structure: City street ,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 4,662 (year 2021),  Truck Traffic: 5%,  Features Intersected: CST OLD ORCHARD RD,  Facility Carried by Structure: US 67 N
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.995,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 471,  Location: S 467 T 37 N R 4 E (Lat: 37.921956,  Lng: -90.538267),  Route carried "under" structure: State highway 47,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 13,845 (year 2021),  Truck Traffic: 3%,  Features Intersected: MO 47,  Facility Carried by Structure: US 67 N
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 191.747,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 472,  Location: S 29 T 37 N R 5 E (Lat: 37.880850,  Lng: -90.509408),  Route carried "under" structure: State highway 8,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 14,186 (year 2021),  Truck Traffic: 7%,  Features Intersected: MO 8,  Facility Carried by Structure: US 67 N
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 115.933,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 6402,  Location: S 2 T 37 N R 4 E (Lat: 37.955017,  Lng: -90.551533),  Route carried "under" structure: County highway ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 20 (year 2018),  Truck Traffic: 5%,  Features Intersected: DECLUE LN,  Facility Carried by Structure: US 67 N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 784,  Location: S 467 T 37 N R 4 E (Lat: 37.922003,  Lng: -90.538503),  Route carried "under" structure: State highway 47,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 13,845 (year 2021),  Truck Traffic: 3%,  Features Intersected: MO 47,  Facility Carried by Structure: US 67 S
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 191.726,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 785,  Location: S 29 T 37 N R 5 E (Lat: 37.880947,  Lng: -90.509631),  Route carried "under" structure: State highway 8,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 14,186 (year 2021),  Truck Traffic: 7%,  Features Intersected: MO 8,  Facility Carried by Structure: US 67 S
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 115.913,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)