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

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Structure Number: 5929,  Location: S 26 T 44 N R 12 W (Lat: 38.527333,  Lng: -92.222281),  Route carried "on" structure: US 54,  Year Built: 1941,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 34,046 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 59,581 (year 2041),  Design Load: H 20,  Features Intersected: HAMANN BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 263.741,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 25 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: 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: July 2020

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Structure Number: 6014,  Location: S 20 T 29 N R 6 W (Lat: 37.173297,  Lng: -91.621978),  Route carried "on" structure: State highway 106,  Year Built: 1941,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 584 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 876 (year 2041),  Design Load: H 15,  Features Intersected: SPRING VALLEY CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.772,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.3m (50.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 30.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 17.1 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 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: Bituminous

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Structure Number: 6345,  Location: S 7 T 44 N R 11 W (Lat: 38.589611,  Lng: -92.176828),  Route carried "on" structure: US 54,  Year Built: 1955,  Status: Open,  Structure Length: 94.31m (309.42ft),  Average Daily Traffic: 27,922 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 51,656 (year 2041),  Design Load: HS 20,  Features Intersected: MISSOURI RVR, UP RR
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 164.781,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 123.4m (404.9ft)),  Material/Design: Steel continuous,  Design/Construction: Arch - Thru,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 15,  Length of Maximum Span: 195.1m (640.1ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 9.43m (30.94ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Underwater Inspection Date: June 2017,  Other Special Inspection Date: August 2020,  Bridge Improvement Cost: $44,806,000,  Roadway Improvement Cost: $4,481,000,  Total Project Cost: $67,209,000 ( 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: 6589,  Location: S 10 T 44 N R 11 W (Lat: 38.606981,  Lng: -92.158075),  Route carried "on" structure: US 54,  Year Built: 1957,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 29,922 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 55,356 (year 2041),  Design Load: HS 20,  Features Intersected: HALIFAX BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 274.703,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 92.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 659,  Location: S 10 T 44 N R 11 W (Lat: 38.605458,  Lng: -92.161308),  Route carried "on" structure: US 54,  Year Built: 1957,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 16,149 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 29,876 (year 2041),  Design Load: H 20,  Features Intersected: KATY TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 163.011,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7037,  Location: S 24 T 48 N R 4 W (Lat: 38.904744,  Lng: -91.300858),  Route carried "on" structure: State highway FF,  Year Built: 1961,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 136 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 197 (year 2041),  Design Load: H 10,  Features Intersected: BEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.860,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  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: 7.8m (25.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 7491,  Location: S 23 T 52 N R 10 W (Lat: 39.268714,  Lng: -92.105153),  Route carried "on" structure: State highway T,  Year Built: 1950,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 458 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 664 (year 2041),  Design Load: H 10,  Features Intersected: ELM CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.875,  Lanes on structure: 2,  Owner: State 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: 3.7m (12.1ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 37.8 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.14m (0.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $170,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $255,000 ( Estimate for 2022)

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Structure Number: 7725,  Location: S 3 T 58 N R 22 W (Lat: 39.880239,  Lng: -93.354467),  Route carried "on" structure: State highway B,  Year Built: 1954,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 107 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 134 (year 2041),  Design Load: H 10,  Features Intersected: COON CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.876,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 7734,  Location: S 6 T 62 N R 37 W (Lat: 40.202922,  Lng: -95.120817),  Route carried "on" structure: State highway C,  Year Built: 1954,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 366 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 476 (year 2041),  Design Load: H 10,  Features Intersected: HIGHLY CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.794,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 7736,  Location: S 21 T 66 N R 8 W (Lat: 40.515969,  Lng: -91.787206),  Route carried "on" structure: State highway NN,  Year Built: 1954,  Status: Open,  Structure Length: 0.83m (2.72ft),  Average Daily Traffic: 76 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 110 (year 2041),  Design Load: H 10,  Features Intersected: TRIB TO FOX RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.426,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 36.0 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: Equal to present minimum criteria,  Deck Geometry: 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: November 2021

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Structure Number: 7737,  Location: S 22 T 66 N R 8 W (Lat: 40.510053,  Lng: -91.768606),  Route carried "on" structure: State highway NN,  Year Built: 1954,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 76 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 110 (year 2041),  Design Load: H 10,  Features Intersected: FOX RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.200,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 7768,  Location: S 22 T 66 N R 12 W (Lat: 40.513939,  Lng: -92.228533),  Route carried "on" structure: State highway CC,  Year Built: 1956,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 86 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 125 (year 2041),  Design Load: H 10,  Features Intersected: PONY CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.049,  Lanes on structure: 2,  Owner: State 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: 3.4m (11.2ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 7794,  Location: S 3 T 34 N R 33 W (Lat: 37.724869,  Lng: -94.533853),  Route carried "on" structure: State highway FF,  Year Built: 1954,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 185 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 259 (year 2041),  Design Load: H 10,  Features Intersected: DRYWOOD CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.601,  Lanes on structure: 2,  Owner: State 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: 8.7m (28.5ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022

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Structure Number: 7799,  Location: S 8 T 44 N R 6 W (Lat: 38.583314,  Lng: -91.627517),  Route carried "on" structure: State highway OO,  Year Built: 1954,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 130 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 169 (year 2041),  Design Load: H 10,  Features Intersected: RICHLAND CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.670,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 8744,  Location: S 11 T 22 N R 5 E (Lat: 36.561342,  Lng: -90.496311),  Route carried "on" structure: State highway 142,  Year Built: 1932,  Status: Posted for load,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 391 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 626 (year 2041),  Design Load: H 10,  Features Intersected: CANE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 168.204,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 23.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 0.28m (0.92ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $218,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $327,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8809,  Location: S 29 T 51 N R 28 W (Lat: 39.201592,  Lng: -94.069756),  Route carried "on" structure: State highway T,  Year Built: 1933,  Status: Posted for load,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 410 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 595 (year 2041),  Design Load: H 10,  Features Intersected: PANTHER CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.134,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 18.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 9.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 0.21m (0.69ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $240,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $360,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8855,  Location: S 34 T 23 N R 3 E (Lat: 36.595258,  Lng: -90.726456),  Route carried "on" structure: State highway 142,  Year Built: 1933,  Status: Posted for load,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 1,126 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,689 (year 2041),  Design Load: H 10,  Features Intersected: HARRIS CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 144.159,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.8m (45.3ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 18.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 0.37m (1.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $421,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $632,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8894,  Location: S 28 T 27 N R 26 W (Lat: 37.021967,  Lng: -93.789147),  Route carried "on" structure: State highway P,  Year Built: 1935,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 781 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 1,132 (year 2041),  Design Load: H 10,  Features Intersected: DRY BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.500,  Lanes on structure: 2,  Owner: State 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: 8.4m (27.6ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 37.8 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 8895,  Location: S 28 T 31 N R 30 W (Lat: 37.396483,  Lng: -94.229469),  Route carried "on" structure: State highway 126,  Year Built: 1933,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 1,275 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,849 (year 2041),  Design Load: H 10,  Features Intersected: DRY BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.361,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 39.6 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: Equal to present minimum criteria,  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: April 2020

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Structure Number: 8906,  Location: S 35 T 35 N R 6 W (Lat: 37.702794,  Lng: -91.550061),  Route carried "on" structure: State highway 68,  Year Built: 1933,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 1,666 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,332 (year 2041),  Design Load: H 10,  Features Intersected: BR SPRING CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.496,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  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: 8.1m (26.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: 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 2022

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Structure Number: 9398,  Location: S 10 T 44 N R 11 W (Lat: 38.608753,  Lng: -92.146389),  Route carried "on" structure: ServiceOther road ,  Year Built: 1982,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 10 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 16 (year 2041),  Features Intersected: CR,  Facility Carried by Structure: PVT BRIDGE T1012 S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.006,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 3.2m (10.5ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.27m (0.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $145,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $218,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 9496,  Location: S 31 T 33 N R 32 W (Lat: 37.563925,  Lng: -94.492522),  Route carried "on" structure: State highway K,  Year Built: 1934,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,152 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,670 (year 2041),  Design Load: H 10,  Features Intersected: BR OF WOOD CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.298,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: April 2020

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Structure Number: 9497,  Location: S 4 T 26 N R 30 W (Lat: 36.993917,  Lng: -94.218361),  Route carried "on" structure: State highway J,  Year Built: 1934,  Status: Open,  Structure Length: 1.60m (5.25ft),  Average Daily Traffic: 682 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,125 (year 2041),  Design Load: H 10,  Features Intersected: JONES CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.694,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022

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Structure Number: 961,  Location: S 2 T 57 N R 21 W (Lat: 39.778067,  Lng: -93.227297),  Route carried "on" structure: US 36,  Year Built: 1964,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 4,010 (year 2021),  Truck Traffic: 27%,  Average Future Daily Traffic: 7,018 (year 2041),  Design Load: H 20,  Features Intersected: LOCUST CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 166.740,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Poor,  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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.81m (2.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $662,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $993,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Built-up,  Deck Protection: Internally Sealed

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Structure Number: 976,  Location: S 11 T 44 N R 12 W (Lat: 38.585067,  Lng: -92.202397),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 12,204 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,526 (year 2041),  Design Load: H 20,  Features Intersected: BRANCH WEARS CR,  Facility Carried by Structure: DIX RD S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.613,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 9764,  Location: S 12 T 37 N R 13 W (Lat: 37.958650,  Lng: -92.304872),  Route carried "on" structure: State highway U,  Year Built: 1947,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 1,358 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,037 (year 2041),  Design Load: H 10,  Features Intersected: TAVERN CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.910,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.22m (0.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $170,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $255,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 977,  Location: S 11 T 44 N R 12 W (Lat: 38.584381,  Lng: -92.202444),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 14,204 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,726 (year 2041),  Design Load: H 20,  Features Intersected: US 50,  Facility Carried by Structure: DIX RD S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.663,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.52m (1.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,026,000,  Roadway Improvement Cost: $103,000,  Total Project Cost: $1,539,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Internally Sealed

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Structure Number: 978,  Location: S 12 T 44 N R 12 W (Lat: 38.582233,  Lng: -92.191167),  Route carried "on" structure: US 50,  Year Built: 1964,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 43,920 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 76,860 (year 2041),  Design Load: HS 20,  Features Intersected: BRANCH OF WEARS CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 224.634,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 25 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Fair,  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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 9784,  Location: S 28 T 28 N R 18 W (Lat: 37.096864,  Lng: -92.920497),  Route carried "on" structure: State highway Z,  Year Built: 1947,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 1,112 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,779 (year 2041),  Design Load: H 10,  Features Intersected: FINLEY CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.292,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.0m (26.2ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.28m (0.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $320,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $480,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9788,  Location: S 32 T 56 N R 34 W (Lat: 39.622100,  Lng: -94.741494),  Route carried "on" structure: State highway MM,  Year Built: 1948,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 320 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 416 (year 2041),  Design Load: H 10,  Features Intersected: ROCK CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.197,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  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: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Channel: Fair,  Culverts: Poor,  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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.13m (0.43ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $170,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $255,000 ( Estimate for 2022)

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Structure Number: 9808,  Location: S 27 T 24 N R 7 E (Lat: 36.691056,  Lng: -90.290531),  Route carried "on" structure: State highway AA,  Year Built: 1948,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 1,038 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,557 (year 2041),  Design Load: H 10,  Features Intersected: DRAIN DTCH NO 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.801,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 19.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 9.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 0.32m (1.05ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $365,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $548,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Internally Sealed

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Structure Number: 9809,  Location: S 26 T 24 N R 7 E (Lat: 36.690847,  Lng: -90.281797),  Route carried "on" structure: State highway AA,  Year Built: 1948,  Status: Posted for load,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 1,038 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,557 (year 2041),  Design Load: H 10,  Features Intersected: DRAIN DTCH NO 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.580,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 22.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 11.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 0.30m (0.98ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $341,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $511,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9811,  Location: S 7 T 32 N R 15 W (Lat: 37.498858,  Lng: -92.630331),  Route carried "on" structure: State highway J,  Year Built: 1947,  Status: Posted for load,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 324 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 486 (year 2041),  Design Load: H 10,  Features Intersected: OSAGE FK RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.908,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 24.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 0.40m (1.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $375,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9845,  Location: S 20 T 54 N R 24 W (Lat: 39.467747,  Lng: -93.615614),  Route carried "on" structure: State highway W,  Year Built: 1949,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 594 (year 2021),  Truck Traffic: 21%,  Average Future Daily Traffic: 743 (year 2041),  Design Load: H 10,  Features Intersected: TURKEY CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.135,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Channel: Poor,  Culverts: Poor,  Operating Rating: 40.5 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.13m (0.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $375,000 ( Estimate for 2022)

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Structure Number: 1076,  Location: S 12 T 44 N R 12 W (Lat: 38.577750,  Lng: -92.184019),  Route carried "under" structure: Business State highway 50,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 13,436 (year 2021),  Truck Traffic: 5%,  Features Intersected: BU 50,  Facility Carried by Structure: US 54 E
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 4.748,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 1077,  Location: S 12 T 44 N R 12 W (Lat: 38.577750,  Lng: -92.184181),  Route carried "under" structure: Business State highway 50,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 13,436 (year 2021),  Truck Traffic: 5%,  Features Intersected: BU 50,  Facility Carried by Structure: US 54 W
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 4.733,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 1079,  Location: S 12 T 44 N R 12 W (Lat: 38.571336,  Lng: -92.183867),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 814 (year 2021),  Truck Traffic: 4%,  Features Intersected: CST LINDEN DR,  Facility Carried by Structure: US 54 E
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.922,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 108,  Location: S 12 T 44 N R 12 W (Lat: 38.571225,  Lng: -92.183958),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 814 (year 2021),  Truck Traffic: 4%,  Features Intersected: CST LINDEN DR,  Facility Carried by Structure: US 54 W
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.935,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 1082,  Location: S 12 T 44 N R 12 W (Lat: 38.566153,  Lng: -92.183447),  Route carried "under" structure: US 54,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 10,930 (year 2021),  Truck Traffic: 8%,  Features Intersected: US 54,  Facility Carried by Structure: RP MADISON ST TO U
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 269.371,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 1082,  Location: S 12 T 44 N R 12 W (Lat: 38.566153,  Lng: -92.183447),  Route carried "under" structure: US 54,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 11,785 (year 2021),  Truck Traffic: 9%,  Features Intersected: US 54,  Facility Carried by Structure: RP MADISON ST TO U
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 168.061,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 1083,  Location: S 24 T 44 N R 12 W (Lat: 38.553694,  Lng: -92.197367),  Route carried "under" structure: US 54,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 13,992 (year 2021),  Truck Traffic: 12%,  Features Intersected: US 54,  Facility Carried by Structure: RT C E
Minimum Vertical Clearance: 6.02m (19.75ft),  Kilometerpoint: 169.904,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 1083,  Location: S 24 T 44 N R 12 W (Lat: 38.553694,  Lng: -92.197367),  Route carried "under" structure: US 54,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 11,463 (year 2021),  Truck Traffic: 10%,  Features Intersected: US 54,  Facility Carried by Structure: RT C E
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 267.520,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 1176,  Location: S 12 T 44 N R 12 W (Lat: 38.582692,  Lng: -92.182958),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 6,208 (year 2021),  Truck Traffic: 2%,  Features Intersected: CST W MCCARTY ST,  Facility Carried by Structure: US 54 E
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 1.762,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.1m (43.0ft)

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Structure Number: 1177,  Location: S 12 T 44 N R 12 W (Lat: 38.581500,  Lng: -92.183383),  Route carried "under" structure: Ramp State highway ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 1,016 (year 2021),  Truck Traffic: 5%,  Features Intersected: RP US54E TO US50W,  Facility Carried by Structure: US 54 E
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.261,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 1177,  Location: S 12 T 44 N R 12 W (Lat: 38.581500,  Lng: -92.183383),  Route carried "under" structure: US 50,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 23,968 (year 2021),  Truck Traffic: 5%,  Features Intersected: US 50,  Facility Carried by Structure: US 54 E
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 225.355,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 1177,  Location: S 12 T 44 N R 12 W (Lat: 38.581500,  Lng: -92.183383),  Route carried "under" structure: US 63,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 5,121 (year 2021),  Truck Traffic: 5%,  Features Intersected: US 63,  Facility Carried by Structure: US 54 E
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 240.926,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 1177,  Location: S 12 T 44 N R 12 W (Lat: 38.581500,  Lng: -92.183383),  Route carried "under" structure: US 50,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 19,952 (year 2021),  Truck Traffic: 4%,  Features Intersected: US 50,  Facility Carried by Structure: US 54 E
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 196.160,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 1178,  Location: S 12 T 44 N R 12 W (Lat: 38.581767,  Lng: -92.183786),  Route carried "under" structure: US 50,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 23,968 (year 2021),  Truck Traffic: 5%,  Features Intersected: US 50,  Facility Carried by Structure: PVT OVERPASS S
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 225.304,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 1178,  Location: S 12 T 44 N R 12 W (Lat: 38.581767,  Lng: -92.183786),  Route carried "under" structure: US 50,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 19,952 (year 2021),  Truck Traffic: 4%,  Features Intersected: US 50,  Facility Carried by Structure: PVT OVERPASS S
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 196.208,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 1179,  Location: S 12 T 44 N R 12 W (Lat: 38.581303,  Lng: -92.183128),  Route carried "under" structure: US 50,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 23,968 (year 2021),  Truck Traffic: 5%,  Features Intersected: US 50
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 225.384,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 1179,  Location: S 12 T 44 N R 12 W (Lat: 38.581303,  Lng: -92.183128),  Route carried "under" structure: US 50,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 19,952 (year 2021),  Truck Traffic: 4%,  Features Intersected: US 50
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 196.128,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.9m (48.9ft)