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

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Structure Number: 16398,  Location: S 26 T 23 N R 2 E (Lat: 36.618000,  Lng: -90.821100),  Route carried "on" structure: City street ,  Year Built: 1948,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 100 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 120 (year 2039),  Features Intersected: QUICK CR,  Facility Carried by Structure: LOCUST ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16399,  Location: S 26 T 23 N R 2 E (Lat: 36.619000,  Lng: -90.821200),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 250 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 300 (year 2039),  Features Intersected: QUICK CR,  Facility Carried by Structure: PINE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum 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: Febuary 2021,  Bridge Improvement Cost: $95,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $143,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18068,  Location: S 26 T 23 N R 2 E (Lat: 36.613100,  Lng: -90.825400),  Route carried "on" structure: County highway 172,  Year Built: 1992,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 200 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 240 (year 2039),  Design Load: HS 20,  Features Intersected: BR OF CURRENT RVR,  Facility Carried by Structure: 142E-2
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,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 54.0 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 desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 186,  Location: S 17 T 23 N R 3 E (Lat: 36.644100,  Lng: -90.774700),  Route carried "on" structure: County highway 192,  Year Built: 1984,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 300 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 360 (year 2039),  Features Intersected: LIT LOGAN CR,  Facility Carried by Structure: BROOKS LN
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: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18615,  Location: S 29 T 23 N R 3 E (Lat: 36.621103,  Lng: -90.774969),  Route carried "on" structure: County highway 193,  Year Built: 1940,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 250 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 300 (year 2039),  Features Intersected: CREEK,  Facility Carried by Structure: BROOKS LN
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,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: 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 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: 20395,  Location: S 17 T 23 N R 3 E (Lat: 36.651667,  Lng: -90.763333),  Route carried "on" structure: County highway 258,  Year Built: 1922,  Status: Posted for load,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 125 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 150 (year 2039),  Features Intersected: LOGAN CR,  Facility Carried by Structure: 160E-8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 24.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 8.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 0.18m (0.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $131,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $196,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2314,  Location: S 26 T 23 N R 2 E (Lat: 36.616756,  Lng: -90.822544),  Route carried "on" structure: State highway 142,  Year Built: 1971,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 2,699 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,049 (year 2041),  Design Load: H 20,  Features Intersected: SPRING BLUFF CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 133.491,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 4.6m (15.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Inventory Rating: 66.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: December 2021

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Structure Number: 31984,  Location: S 31 T 23 N R 3 E (Lat: 36.601400,  Lng: -90.775300),  Route carried "on" structure: County highway 260,  Year Built: 2007,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 109 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 131 (year 2039),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: 142E-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 76.5 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 34558,  Location: S 26 T 23 N R 2 E (Lat: 36.619806,  Lng: -90.819917),  Route carried "on" structure: City street 188,  Year Built: 2014,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 250 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 300 (year 2039),  Design Load: HS 20,  Features Intersected: QUICK CR,  Facility Carried by Structure: VINE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.9 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: Better than 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 34917,  Location: S 20 T 23 N R 2 E (Lat: 36.631400,  Lng: -90.878000),  Route carried "on" structure: County highway 178,  Year Built: 2014,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 60 (year 2039),  Features Intersected: BRAIR CR,  Facility Carried by Structure: COUNTY RD 160 W-3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Channel: Very good,  Culverts: Fair,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  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

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Structure Number: 3791,  Location: S 27 T 32 N R 2 E (Lat: 36.618475,  Lng: -90.838611),  Route carried "on" structure: US 160,  Year Built: 1989,  Status: Open,  Structure Length: 32.80m (107.61ft),  Average Daily Traffic: 5,080 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,620 (year 2041),  Design Load: HS 20,  Features Intersected: CURRENT RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 489.082,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 11,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 63.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2020,  Underwater Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4628,  Location: S 1 T 23 N R 2 E (Lat: 36.678881,  Lng: -90.792092),  Route carried "on" structure: State highway 21,  Year Built: 1922,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,627 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 5,441 (year 2041),  Design Load: H 15,  Features Intersected: LOGAN CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 286.892,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 34.2 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  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 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $112,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $168,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 477,  Location: S 23 T 57 N R 35 W (Lat: 39.746942,  Lng: -94.801875),  Route carried "on" structure: US 36,  Year Built: 1961,  Year Reconstructed: 1987,  Status: Posted for load,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 23,147 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 39,350 (year 2041),  Design Load: HS 20,  Features Intersected: US 169
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.044,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 4801,  Location: S 11 T 46 N R 27 W (Lat: 38.799289,  Lng: -93.869286),  Route carried "on" structure: US 50,  Year Built: 1924,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 6,818 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,932 (year 2041),  Design Load: H 20,  Features Intersected: BLACKWATER CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 351.726,  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,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5465,  Location: S 33 T 23 N R 2 E (Lat: 36.607250,  Lng: -90.857400),  Route carried "on" structure: State highway 21,  Year Built: 1930,  Status: Posted for load,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 1,928 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 2,892 (year 2041),  Design Load: H 15,  Features Intersected: BRAIR CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 298.286,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.8m (48.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 25.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 12.6 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 5466,  Location: S 32 T 23 N R 2 E (Lat: 36.600825,  Lng: -90.868492),  Route carried "on" structure: State highway 21,  Year Built: 1930,  Status: Posted for load,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 1,106 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 1,659 (year 2041),  Design Load: H 15,  Features Intersected: POWDER CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 299.593,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 10.2m (33.5ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 23.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 12.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 0.39m (1.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $445,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $668,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 6765,  Location: S 11 T 22 N R 2 E (Lat: 36.570703,  Lng: -90.822919),  Route carried "on" structure: State highway U,  Year Built: 1956,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 932 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,305 (year 2041),  Design Load: H 10,  Features Intersected: DUDLEY CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.343,  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: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: December 2021

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Structure Number: 6918,  Location: S 4 T 56 N R 27 W (Lat: 39.684875,  Lng: -93.931947),  Route carried "on" structure: State highway U,  Year Built: 1958,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 182 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 237 (year 2041),  Design Load: H 20,  Features Intersected: LIT OTTER CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.425,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Internally Sealed

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Structure Number: 6921,  Location: S 5 T 38 N R 21 W (Lat: 38.080064,  Lng: -93.253667),  Route carried "on" structure: State highway AA,  Year Built: 1957,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 230 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 368 (year 2041),  Design Load: H 10,  Features Intersected: TURKEY CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.061,  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: 3.0m (9.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 6922,  Location: S 4 T 38 N R 21 W (Lat: 38.079883,  Lng: -93.245208),  Route carried "on" structure: State highway AA,  Year Built: 1957,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 230 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 368 (year 2041),  Design Load: H 10,  Features Intersected: TURKEY CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.804,  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: 3.4m (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: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: March 2021

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Structure Number: 6925,  Location: S 58 T 24 N R 13 W (Lat: 36.771650,  Lng: -92.405003),  Route carried "on" structure: State highway 95,  Year Built: 1957,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 233 (year 2021),  Truck Traffic: 27%,  Average Future Daily Traffic: 373 (year 2041),  Design Load: H 10,  Features Intersected: BRIXEY CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.648,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.5m (47.6ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 31.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.47m (1.54ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $480,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $721,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6926,  Location: S 31 T 64 N R 39 W (Lat: 40.315708,  Lng: -95.331775),  Route carried "on" structure: State highway MM,  Year Built: 1957,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 94 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 122 (year 2041),  Design Load: H 10,  Features Intersected: WOLF CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.206,  Lanes on structure: 2,  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: 16.9m (55.4ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Internally Sealed

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Structure Number: 6927,  Location: S 23 T 42 N R 1 W (Lat: 38.362794,  Lng: -90.998114),  Route carried "on" structure: State highway AB,  Year Built: 1958,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 858 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,630 (year 2041),  Design Load: H 10,  Features Intersected: HAPPY SOCK CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.725,  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: 3.0m (9.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Poor,  Culverts: 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: Equal to present minimum criteria,  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: December 2021

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Structure Number: 6983,  Location: S 32 T 28 N R 10 E (Lat: 37.049239,  Lng: -89.959144),  Route carried "on" structure: State highway BB,  Year Built: 1958,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 691 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 967 (year 2041),  Design Load: H 10,  Features Intersected: MAIN DRAIN DTCH DI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.747,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.8m (35.4ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 81.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 7095,  Location: S 20 T 26 N R 8 E (Lat: 36.878158,  Lng: -90.225169),  Route carried "on" structure: State highway AE,  Year Built: 1958,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 126 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 176 (year 2041),  Design Load: H 10,  Features Intersected: DRAIN DTCH #14
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.376,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.6m (21.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Very good,  Superstructure: Very 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 7129,  Location: S 15 T 23 N R 2 E (Lat: 36.643725,  Lng: -90.836106),  Route carried "on" structure: State highway Y,  Year Built: 1958,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 1,007 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,410 (year 2041),  Design Load: H 10,  Features Intersected: BILLS CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.503,  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: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Channel: Fair,  Culverts: Good,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 7363,  Location: S 15 T 47 N R 21 W (Lat: 38.858333,  Lng: -93.203781),  Route carried "on" structure: State highway J,  Year Built: 1960,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 308 (year 2021),  Truck Traffic: 24%,  Average Future Daily Traffic: 493 (year 2041),  Design Load: H 15,  Features Intersected: GREER BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.876,  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),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 7371,  Location: S 16 T 48 N R 28 W (Lat: 38.972461,  Lng: -94.005414),  Route carried "on" structure: State highway TT,  Year Built: 1960,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 979 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,420 (year 2041),  Design Load: H 20,  Features Intersected: SNI-A-BAR CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.668,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.6m (34.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 53.1 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: Meets minimum limits,  Waterway Adequacy: Equal to 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: 7375,  Location: S 24 T 36 N R 6 W (Lat: 37.821408,  Lng: -91.538819),  Route carried "on" structure: State highway YY,  Year Built: 1960,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 150 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 225 (year 2041),  Design Load: H 15,  Features Intersected: FK BENTON CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.327,  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: 4.3m (14.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 54.9 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: 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 7506,  Location: S 30 T 33 N R 21 W (Lat: 37.561081,  Lng: -93.282697),  Route carried "on" structure: State highway YY,  Year Built: 1951,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 244 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 390 (year 2041),  Design Load: H 10,  Features Intersected: DEER CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.391,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Channel: Poor,  Culverts: Poor,  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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.19m (0.62ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $375,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7508,  Location: S 5 T 38 N R 27 W (Lat: 38.097928,  Lng: -93.923931),  Route carried "on" structure: State highway M,  Year Built: 1951,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 44 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 57 (year 2041),  Design Load: H 10,  Features Intersected: REID CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.914,  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: 6.4m (21.0ft),  Out-to-Out Width: 7.0m (23.0ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 7596,  Location: S 29 T 41 N R 31 W (Lat: 38.322558,  Lng: -94.373942),  Route carried "on" structure: State highway F,  Year Built: 1952,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 901 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,216 (year 2041),  Design Load: H 10,  Features Intersected: BONES BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.694,  Lanes on structure: 2,  Owner: State 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: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Fair,  Culverts: 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: 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: March 2020

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Structure Number: 7597,  Location: S 19 T 50 N R 3 W (Lat: 39.082161,  Lng: -91.294822),  Route carried "on" structure: State highway E,  Year Built: 1952,  Year Reconstructed: 2007,  Status: Posted for load,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 264 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 383 (year 2041),  Design Load: H 10,  Features Intersected: CUIVRE RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.566,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 30.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 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: 7598,  Location: S 19 T 50 N R 3 W (Lat: 39.084497,  Lng: -91.292558),  Route carried "on" structure: State highway E,  Year Built: 1952,  Status: Posted for load,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 264 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 383 (year 2041),  Design Load: H 10,  Features Intersected: CUIVRE RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.954,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.9m (22.6ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 15.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 5.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 0.28m (0.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $287,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $430,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 8467,  Location: S 9 T 23 N R 2 E (Lat: 36.664972,  Lng: -90.857842),  Route carried "on" structure: State highway Y,  Year Built: 1965,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 1,007 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,410 (year 2041),  Design Load: H 15,  Features Intersected: ISAAC'S CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.973,  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: 4.3m (14.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 8468,  Location: S 10 T 23 N R 2 E (Lat: 36.659661,  Lng: -90.841833),  Route carried "on" structure: State highway Y,  Year Built: 1965,  Status: Open,  Structure Length: 1.42m (4.66ft),  Average Daily Traffic: 1,007 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,410 (year 2041),  Design Load: H 15,  Features Intersected: SIMPSON CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.559,  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: 4.6m (15.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 56.7 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 8954,  Location: S 4 T 22 N R 2 E (Lat: 36.582900,  Lng: -90.865961),  Route carried "on" structure: State highway A,  Year Built: 1934,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 795 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,113 (year 2041),  Design Load: H 10,  Features Intersected: MULBERRY CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.248,  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: Good,  Culverts: Good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021