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

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Structure Number: 18504,  Location: S 20 T 41 N R 4 E (Lat: 38.266756,  Lng: -90.596172),  Route carried "on" structure: County highway 159,  Year Built: 1984,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 182 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 364 (year 2041),  Design Load: H 15,  Features Intersected: TRIB OF BELEWS CR,  Facility Carried by Structure: KLONDIKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.667,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18513,  Location: S 17 T 41 N R 4 E (Lat: 38.292311,  Lng: -90.600114),  Route carried "on" structure: County highway 158,  Year Built: 1986,  Status: Posted for load,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 163 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 326 (year 2041),  Design Load: HS 15,  Features Intersected: BELEWS CR,  Facility Carried by Structure: CLAYTON HUSKEY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18747,  Location: S 10 T 41 N R 4 E (Lat: 38.300342,  Lng: -90.517250),  Route carried "on" structure: County highway 107,  Year Built: 1980,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 676 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,352 (year 2041),  Features Intersected: TRIB OF SANDY CR,  Facility Carried by Structure: OLD LEMAY FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.380,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Channel: Satisfactory,  Culverts: 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: 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: January 2021

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Structure Number: 18773,  Location: S 19 T 41 N R 5 E (Lat: 38.269989,  Lng: -90.503617),  Route carried "on" structure: County highway 178,  Year Built: 1900,  Year Reconstructed: 1990,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 341 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 580 (year 2041),  Design Load: HS 20,  Features Intersected: TRIB OF SANDY CR,  Facility Carried by Structure: JARVIS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 18905,  Location: S 12 T 41 N R 4 E (Lat: 38.295697,  Lng: -90.520975),  Route carried "on" structure: County highway 173,  Year Built: 1910,  Year Reconstructed: 1984,  Status: Posted for load,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 750 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,500 (year 2041),  Design Load: H 15,  Features Intersected: SANDY CR,  Facility Carried by Structure: GOLDMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.9 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: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18935,  Location: S 18 T 41 N R 5 E (Lat: 38.283325,  Lng: -90.505228),  Route carried "on" structure: County highway 177,  Year Built: 1900,  Year Reconstructed: 1990,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 670 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,340 (year 2041),  Design Load: HS 20,  Features Intersected: TRIB OF SANDY CR,  Facility Carried by Structure: SANDY VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20146,  Location: S 1 T 40 N R 4 E (Lat: 38.222861,  Lng: -90.517000),  Route carried "on" structure: County highway 248,  Year Built: 1986,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 253 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 506 (year 2041),  Features Intersected: LITTLE CR,  Facility Carried by Structure: BUCKEYE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20187,  Location: S 31 T 41 N R 5 E (Lat: 38.236139,  Lng: -90.515611),  Route carried "on" structure: County highway 248,  Year Built: 1900,  Year Reconstructed: 2009,  Status: Posted for load,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 400 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 800 (year 2041),  Design Load: HS 20,  Features Intersected: LITTLE CR,  Facility Carried by Structure: BUCKEYE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.0m (29.5ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Other

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Structure Number: 20565,  Location: S 21 T 40 N R 4 E (Lat: 38.184206,  Lng: -90.575111),  Route carried "on" structure: County highway 258,  Year Built: 1905,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 513 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,026 (year 2041),  Features Intersected: COTTER CR,  Facility Carried by Structure: WHITEHEAD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.587,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.9 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20624,  Location: S 12 T 40 N R 3 E (Lat: 38.214056,  Lng: -90.626250),  Route carried "on" structure: County highway 261,  Year Built: 1983,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 1,050 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,100 (year 2041),  Design Load: HS 20,  Features Intersected: TRIB OF DRY CR,  Facility Carried by Structure: BUTCHER BR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 58.5 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 minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20626,  Location: S 7 T 40 N R 4 E (Lat: 38.218583,  Lng: -90.617806),  Route carried "on" structure: County highway 261,  Year Built: 1985,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 848 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,696 (year 2041),  Features Intersected: TRIB OF BUTCHER CR,  Facility Carried by Structure: BUTCHER BR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 29592,  Location: S 23 T 41 N R 4 E (Lat: 38.268528,  Lng: -90.550422),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 102 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 184 (year 2041),  Design Load: HS 20,  Features Intersected: SANDY CR,  Facility Carried by Structure: HAYDEN RD E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.284,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 65.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 29596,  Location: S 33 T 41 N R 4 E (Lat: 38.237347,  Lng: -90.577900),  Route carried "on" structure: State highway 21,  Year Built: 2003,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 12,442 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,018 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: BELEW CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.609,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 53.6m (175.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  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: December 2020

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Structure Number: 29597,  Location: S 33 T 41 N R 4 E (Lat: 38.237869,  Lng: -90.577347),  Route carried "on" structure: State highway 21,  Year Built: 2003,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 6,150 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,378 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: RT BB
Minimum Vertical Clearance: 8.51m (27.92ft),  Kilometerpoint: 267.910,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.9 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 29643,  Location: S 33 T 41 N R 4 E (Lat: 38.238000,  Lng: -90.577600),  Route carried "on" structure: State highway 21,  Year Built: 2003,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 6,834 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,643 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: RT BB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.508,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 81.9 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 29648,  Location: S 34 T 41 N R 4 E (Lat: 38.250247,  Lng: -90.559422),  Route carried "on" structure: State highway A,  Year Built: 2003,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 9,265 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,751 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: MO 21
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.204,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 28.2m (92.5ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Satisfactory,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 99.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.4 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: 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2965,  Location: S 22 T 41 N R 4 E (Lat: 38.266342,  Lng: -90.554850),  Route carried "on" structure: ServiceState highway 21,  Year Built: 2003,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 3,126 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,627 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SANDY CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.349,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 79.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.7 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: 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 30123,  Location: S 12 T 41 N R 4 W (Lat: 38.298861,  Lng: -90.519611),  Route carried "on" structure: County highway 107,  Year Built: 2004,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,466 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,932 (year 2041),  Design Load: HS 20,  Features Intersected: TRIB OF SANDY CR,  Facility Carried by Structure: OLD LEMAY FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 31519,  Location: S 23 T 41 N R 4 E (Lat: 38.267103,  Lng: -90.552706),  Route carried "on" structure: State highway 21,  Year Built: 2006,  Status: Open,  Structure Length: 10.11m (33.17ft),  Average Daily Traffic: 7,019 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,985 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: SANDY CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 272.104,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3152,  Location: S 22 T 41 N R 4 E (Lat: 38.267089,  Lng: -90.552978),  Route carried "on" structure: State highway 21,  Year Built: 2006,  Status: Open,  Structure Length: 10.11m (33.17ft),  Average Daily Traffic: 6,998 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,946 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: SANDY CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.282,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 31524,  Location: S 23 T 41 N R 4 E (Lat: 38.267739,  Lng: -90.551794),  Route carried "on" structure: Ramp State highway ,  Year Built: 2006,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 289 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 535 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SANDY CR,  Facility Carried by Structure: RP MO21N TO HAYDEN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.575,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete 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: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 79.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 31525,  Location: S 22 T 41 N R 4 E (Lat: 38.266914,  Lng: -90.553742),  Route carried "on" structure: Ramp State highway ,  Year Built: 2006,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 293 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 542 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SANDY CR,  Facility Carried by Structure: RP HAYDEN RD TO MO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.251,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 83.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 32039,  Location: S 12 T 41 N R 4 E (Lat: 38.299239,  Lng: -90.542214),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 611 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,100 (year 2041),  Design Load: HS 20,  Features Intersected: MO 21,  Facility Carried by Structure: GLADE CHAPEL RD E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.353,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 81.9 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 32091,  Location: S 23 T 41 N R 4 E (Lat: 38.269050,  Lng: -90.552558),  Route carried "on" structure: State highway 21,  Year Built: 2007,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 7,019 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,985 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: CRD HAYDEN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 272.351,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 32094,  Location: S 23 T 41 N R 4 E (Lat: 38.269131,  Lng: -90.552853),  Route carried "on" structure: State highway 21,  Year Built: 2007,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 6,998 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,946 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: CRD HAYDEN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.097,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 32913,  Location: S 13 T 41 N R 4 E (Lat: 38.294750,  Lng: -90.528967),  Route carried "on" structure: County highway ,  Year Built: 1940,  Year Reconstructed: 2009,  Status: Posted for load,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 3,266 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,532 (year 2041),  Design Load: H 15,  Features Intersected: SANDY CR,  Facility Carried by Structure: OLD HWY 21 S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.0m (52.5ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 71.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 33249,  Location: S 35 T 36 N R 12 W (Lat: 37.807925,  Lng: -92.222953),  Route carried "on" structure: ServiceState highway 44,  Year Built: 2010,  Status: Open,  Structure Length: 3.59m (11.78ft),  Average Daily Traffic: 2,302 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,453 (year 2041),  Features Intersected: BRADFORD CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.029,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 93.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3325,  Location: S 5 T 35 N R 32 W (Lat: 37.840539,  Lng: -94.491967),  Route carried "on" structure: US 54,  Year Built: 1984,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 4,418 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 7,732 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: DRYWOOD CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.916,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: June 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: 33361,  Location: S 2018 T 41 N R 4 E (Lat: 38.281542,  Lng: -90.538194),  Route carried "on" structure: County highway ,  Year Built: 1940,  Status: Posted for load,  Structure Length: 1.38m (4.53ft),  Average Daily Traffic: 3,266 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,532 (year 2041),  Design Load: HS 20,  Features Intersected: CUNDIFF CR,  Facility Carried by Structure: OLD HWY 21 S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 34403,  Location: S 27 T 41 N R 4 E (Lat: 38.264939,  Lng: -90.556978),  Route carried "on" structure: County highway ,  Year Built: 1930,  Status: Posted for load,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 20 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 40 (year 2041),  Features Intersected: SANDY CR,  Facility Carried by Structure: FARM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Local Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 3.9m (12.8ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 9.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 5.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.22m (0.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $160,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $240,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 3446,  Location: S 22 T 40 N R 4 E (Lat: 38.185300,  Lng: -90.560219),  Route carried "on" structure: County highway 252,  Year Built: 2014,  Status: Open,  Structure Length: 2.06m (6.76ft),  Average Daily Traffic: 467 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 934 (year 2041),  Design Load: HS 20,  Features Intersected: TRIB TO COTTER CR,  Facility Carried by Structure: CASTLE RANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  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 desirable 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 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: 34479,  Location: S 21 T 40 N R 4 E (Lat: 38.189550,  Lng: -90.579689),  Route carried "on" structure: County highway 258,  Year Built: 2014,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 300 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 600 (year 2041),  Features Intersected: TRIB OF COTTER CR,  Facility Carried by Structure: WHITEHEAD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 74.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 34699,  Location: S 7 T 40 N R 4 E (Lat: 38.214167,  Lng: -90.621333),  Route carried "on" structure: County highway 261,  Year Built: 2014,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 1,050 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,100 (year 2041),  Features Intersected: BUTCHER BR,  Facility Carried by Structure: BUTCHER BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 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: 35248,  Location: S 5 T 40 N R 5 E (Lat: 38.228819,  Lng: -90.498581),  Route carried "on" structure: County highway ,  Year Built: 2016,  Status: Open,  Structure Length: 5.34m (17.52ft),  Average Daily Traffic: 400 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 800 (year 2041),  Features Intersected: LITTLE CREEK,  Facility Carried by Structure: STROUP RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete 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: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 69.3 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: 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 35303,  Location: S 29 T 41 N R 4 E (Lat: 38.264833,  Lng: -90.592611),  Route carried "on" structure: County highway 159,  Year Built: 2016,  Status: Open,  Structure Length: 2.91m (9.55ft),  Average Daily Traffic: 182 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 364 (year 2041),  Features Intersected: BELEWS CR,  Facility Carried by Structure: KLONDIKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.989,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 82.8 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 35863,  Location: S 25 T 41 N R 4 E (Lat: 38.261222,  Lng: -90.532444),  Route carried "on" structure: County highway 170,  Year Built: 2018,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 85 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 170 (year 2041),  Features Intersected: SANDY CR W,  Facility Carried by Structure: HIGHLAND BAPTIST C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 36211,  Location: S 16 T 40 N R 4 E (Lat: 38.194994,  Lng: -90.592319),  Route carried "on" structure: County highway 264,  Year Built: 2020,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 300 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 600 (year 2041),  Design Load: HS 20,  Features Intersected: TRIB TO COTTER CR,  Facility Carried by Structure: WHITEHEAD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.6m (51.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 74.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable 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 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: 36483,  Location: S 10 T 41 N R 4 E (Lat: 38.306111,  Lng: -90.568333),  Route carried "on" structure: County highway 139,  Year Built: 2020,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 400 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 800 (year 2041),  Design Load: HS 20,  Features Intersected: TRIB TO BELEW CR,  Facility Carried by Structure: HILLSBORO HOUSE SP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 70.2 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: 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 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: 8393,  Location: S 17 T 41 N R 4 E (Lat: 38.294622,  Lng: -90.595425),  Route carried "on" structure: State highway BB,  Year Built: 1966,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 2,287 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,117 (year 2041),  Design Load: H 15,  Features Intersected: BR BELEW CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.935,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 29597,  Location: S 33 T 41 N R 4 E (Lat: 38.237869,  Lng: -90.577347),  Route carried "under" structure: State highway BB,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 1,584 (year 2021),  Truck Traffic: 2%,  Features Intersected: RT BB,  Facility Carried by Structure: MO 21 N
Minimum Vertical Clearance: 8.53m (27.99ft),  Kilometerpoint: 15.664,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 29643,  Location: S 33 T 41 N R 4 E (Lat: 38.238000,  Lng: -90.577600),  Route carried "under" structure: State highway BB,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 1,584 (year 2021),  Truck Traffic: 2%,  Features Intersected: RT BB,  Facility Carried by Structure: MO 21 S
Minimum Vertical Clearance: 8.23m (27.00ft),  Kilometerpoint: 15.638,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 29648,  Location: S 34 T 41 N R 4 E (Lat: 38.250247,  Lng: -90.559422),  Route carried "under" structure: State highway 21,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 6,640 (year 2021),  Truck Traffic: 3%,  Features Intersected: MO 21,  Facility Carried by Structure: RT A E
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 270.140,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 29648,  Location: S 34 T 41 N R 4 E (Lat: 38.250247,  Lng: -90.559422),  Route carried "under" structure: State highway 21,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 6,998 (year 2021),  Truck Traffic: 9%,  Features Intersected: MO 21,  Facility Carried by Structure: RT A E
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 42.319,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 32039,  Location: S 12 T 41 N R 4 E (Lat: 38.299239,  Lng: -90.542214),  Route carried "under" structure: State highway 21,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 6,998 (year 2021),  Truck Traffic: 9%,  Features Intersected: MO 21,  Facility Carried by Structure: GLADE CHAPEL RD E
Minimum Vertical Clearance: 6.20m (20.34ft),  Kilometerpoint: 36.551,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 32039,  Location: S 12 T 41 N R 4 E (Lat: 38.299239,  Lng: -90.542214),  Route carried "under" structure: State highway 21,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 7,019 (year 2021),  Truck Traffic: 3%,  Features Intersected: MO 21,  Facility Carried by Structure: GLADE CHAPEL RD E
Minimum Vertical Clearance: 6.20m (20.34ft),  Kilometerpoint: 275.919,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)