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

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Structure Number: 24541,  Location: S 19 T 35 N R 30 W (Lat: 37.790822,  Lng: -94.283839),  Route carried "on" structure: County highway 508,  Year Built: 1930,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 30 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 39 (year 2042),  Features Intersected: W FK OF CLEAR CR,  Facility Carried by Structure: COUNTY RD REBEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 24593,  Location: S 30 T 35 N R 31 W (Lat: 37.793425,  Lng: -94.387417),  Route carried "on" structure: County highway 515,  Year Built: 1992,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 100 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 130 (year 2042),  Features Intersected: TRIB OF MOORE BR,  Facility Carried by Structure: RED BIRD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 5.4m (17.7ft),  Out-to-Out Width: 5.6m (18.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2533,  Location: S 1 T 35 N R 32 W (Lat: 37.837969,  Lng: -94.402186),  Route carried "on" structure: US 54,  Year Built: 1974,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 10.64m (34.91ft),  Average Daily Traffic: 3,005 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,259 (year 2041),  Design Load: HS 20,  Features Intersected: LIT DRY WOOD CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.815,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 19.9m (65.3ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Fair,  Operating Rating: 65.7 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: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $938,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $1,407,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 2707,  Location: S 33 T 36 N R 31 W (Lat: 37.862147,  Lng: -94.344575),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 1,440 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,520 (year 2041),  Design Load: H 15,  Features Intersected: IS 49,  Facility Carried by Structure: HIGHLAND AVE E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.494,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.7m (110.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.0 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28177,  Location: S 14 T 35 N R 32 W (Lat: 37.812661,  Lng: -94.420808),  Route carried "on" structure: County highway 379,  Year Built: 1994,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 50 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 65 (year 2041),  Features Intersected: TRIB OF DRYWOOD CR,  Facility Carried by Structure: CRD 1200
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.897,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 5.7m (18.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28231,  Location: S 33 T 36 N R 31 W (Lat: 37.850733,  Lng: -94.347672),  Route carried "on" structure: County highway 301,  Year Built: 1998,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 700 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 945 (year 2042),  Features Intersected: TRIB OF WHITE BR,  Facility Carried by Structure: E ATLANTIC AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.5m (14.8ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28467,  Location: S 1 T 35 N R 31 W (Lat: 37.848125,  Lng: -94.290264),  Route carried "on" structure: County highway 406,  Year Built: 2000,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 80 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 104 (year 2042),  Features Intersected: BR W FK OF CLEAR C,  Facility Carried by Structure: COUNTY RD 1900
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 28746,  Location: S 10 T 35 N R 31 W (Lat: 37.822681,  Lng: -94.328539),  Route carried "on" structure: County highway 400,  Year Built: 2001,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 300 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 390 (year 2042),  Features Intersected: BIRCH CR,  Facility Carried by Structure: COUNTY RD 1700
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: County 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: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 55.8 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 291,  Location: S 9 T 36 N R 31 W (Lat: 37.919900,  Lng: -94.360050),  Route carried "on" structure: Interstate 49,  Year Built: 1958,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 14.81m (48.59ft),  Average Daily Traffic: 5,407 (year 2021),  Truck Traffic: 32%,  Average Future Daily Traffic: 9,462 (year 2041),  Design Load: H 20,  Features Intersected: MARMATON RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 173.954,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 29172,  Location: S 15 T 35 N R 31 W (Lat: 37.819950,  Lng: -94.337761),  Route carried "on" structure: County highway 396,  Year Built: 2001,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 200 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 260 (year 2042),  Features Intersected: BIRCH CR,  Facility Carried by Structure: COUNTY RD 1650
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 27.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 29768,  Location: S 30 T 35 N R 31 W (Lat: 37.792400,  Lng: -94.389236),  Route carried "on" structure: County highway 515,  Year Built: 2003,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 100 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 130 (year 2042),  Design Load: HS 20,  Features Intersected: LIT DRYWOOD CR,  Facility Carried by Structure: COUNTY RD 1375
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Good,  Channel: Good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: Febuary 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: 31821,  Location: S 33 T 35 N R 31 W (Lat: 37.763894,  Lng: -94.357172),  Route carried "on" structure: County highway 633,  Year Built: 2007,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 200 (year 2022),  Truck Traffic: 20%,  Average Future Daily Traffic: 260 (year 2042),  Design Load: HS 20,  Features Intersected: LANDON BR,  Facility Carried by Structure: TALLEY BEND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 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: 32567,  Location: S 33 T 35 N R 31 W (Lat: 37.763883,  Lng: -94.356506),  Route carried "on" structure: County highway 633,  Year Built: 2007,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 200 (year 2022),  Truck Traffic: 20%,  Average Future Daily Traffic: 260 (year 2042),  Design Load: HS 20,  Features Intersected: TRIB TO LANDON BR,  Facility Carried by Structure: TALLEY BEND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 33281,  Location: S 9 T 36 N R 31 W (Lat: 37.910631,  Lng: -94.349169),  Route carried "on" structure: State highway M,  Year Built: 2010,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 527 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 738 (year 2041),  Features Intersected: IS 49
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.260,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  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 desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 33285,  Location: S 5 T 36 N R 31 W (Lat: 37.924744,  Lng: -94.366047),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 214 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 300 (year 2041),  Features Intersected: IS 49,  Facility Carried by Structure: INDIAN LINE RD E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.270,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3436,  Location: S 1 T 36 N R 31 W (Lat: 37.930036,  Lng: -94.304903),  Route carried "on" structure: State highway M,  Year Built: 1983,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 527 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 738 (year 2041),  Design Load: H 15,  Features Intersected: FOLAND BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.788,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 10.1m (33.1ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 34924,  Location: S 16 T 36 N R 31 W (Lat: 37.900947,  Lng: -94.356875),  Route carried "on" structure: County highway 306,  Year Built: 2014,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 100 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 130 (year 2041),  Features Intersected: TRIB MARMATON RVR,  Facility Carried by Structure: COUNTY RD 1513
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.5m (37.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 34925,  Location: S 29 T 35 N R 30 W (Lat: 37.790236,  Lng: -94.273872),  Route carried "on" structure: County highway 508,  Year Built: 2015,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 10 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 13 (year 2042),  Features Intersected: TRIB W FK CLEAR CR,  Facility Carried by Structure: COUNTY RD REBEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.5m (37.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3532,  Location: S 31 T 35 N R 31 W (Lat: 37.776389,  Lng: -94.393611),  Route carried "on" structure: County highway 530,  Year Built: 2017,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 50 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 65 (year 2042),  Features Intersected: LIT DRYWOOD CR,  Facility Carried by Structure: STOKES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.3m (99.4ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 72.0 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: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 35397,  Location: S 18 T 35 N R 30 W (Lat: 37.805025,  Lng: -94.275081),  Route carried "on" structure: State highway K,  Year Built: 2017,  Status: Open,  Structure Length: 3.68m (12.07ft),  Average Daily Traffic: 584 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 818 (year 2041),  Features Intersected: W FK CLEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.356,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 91.8 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3554,  Location: S 33 T 35 N R 31 W (Lat: 37.778333,  Lng: -94.362500),  Route carried "on" structure: County highway 521,  Year Built: 2017,  Status: Open,  Structure Length: 1.85m (6.07ft),  Average Daily Traffic: 100 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 130 (year 2042),  Design Load: HS 20,  Features Intersected: LANDON BR,  Facility Carried by Structure: CR STOCKADE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 36174,  Location: S 25 T 35 N R 32 W (Lat: 37.790000,  Lng: -94.403528),  Route carried "on" structure: County highway 383,  Year Built: 2019,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 50 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 65 (year 2042),  Design Load: HS 20,  Features Intersected: INGRAM CR,  Facility Carried by Structure: CR 1300
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.701,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.0m (29.5ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 36273,  Location: S 20 T 35 N R 31 W (Lat: 37.806764,  Lng: -94.379800),  Route carried "on" structure: County highway 389,  Year Built: 2020,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 100 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 130 (year 2041),  Design Load: HS 20,  Features Intersected: TRIB LIT DRYWOOD C,  Facility Carried by Structure: CRD 1425
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 36439,  Location: S 14 T 35 N R 31 W (Lat: 37.807044,  Lng: -94.312928),  Route carried "on" structure: Interstate 49,  Year Built: 2020,  Status: Not yet open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 7,931 (year 2021),  Truck Traffic: 41%,  Average Future Daily Traffic: 13,879 (year 2041),  Features Intersected: MNA RAILRD
Minimum Vertical Clearance: 7.11m (23.33ft),  Kilometerpoint: 136.498,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 78.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 3647,  Location: S 29 T 35 N R 31 W (Lat: 37.780678,  Lng: -94.367242),  Route carried "on" structure: State highway BB,  Year Built: 2021,  Status: Open,  Structure Length: 4.22m (13.85ft),  Average Daily Traffic: 2,980 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 4,172 (year 2041),  Features Intersected: MOORE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.465,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 36597,  Location: S 19 T 36 N R 30 W (Lat: 37.884417,  Lng: -94.288583),  Route carried "on" structure: County highway 242,  Year Built: 2020,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 25 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 33 (year 2042),  Design Load: HS 20,  Features Intersected: TRIB OLD TOWN BR,  Facility Carried by Structure: CR 1900
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 778,  Location: S 13 T 36 N R 32 W (Lat: 37.903694,  Lng: -94.415692),  Route carried "on" structure: State highway O,  Year Built: 1954,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 211 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 295 (year 2041),  Design Load: H 10,  Features Intersected: DOUGLAS BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.845,  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: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

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: 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: March 2022

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Structure Number: 86,  Location: S 11 T 53 N R 35 W (Lat: 39.418947,  Lng: -94.789758),  Route carried "on" structure: County highway ,  Year Built: 1958,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 86 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 155 (year 2041),  Design Load: H 15,  Features Intersected: IS 29,  Facility Carried by Structure: NORTH AMERICAN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.521,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum 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

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Structure Number: 86,  Location: S 4 T 35 N R 31 W (Lat: 37.836903,  Lng: -94.348206),  Route carried "on" structure: US 54,  Year Built: 1963,  Status: Not yet open,  Structure Length: 22.65m (74.31ft),  Average Daily Traffic: 17,016 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 29,778 (year 2041),  Design Load: H 20,  Features Intersected: CST UNDERPASS ST, MNA RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.596,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 5,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Satisfactory,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.27m (7.45ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Other Special Inspection Date: April 2020,  Bridge Improvement Cost: $4,738,000,  Roadway Improvement Cost: $474,000,  Total Project Cost: $7,107,000 ( 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: 9701,  Location: S 11 T 36 N R 31 W (Lat: 37.915450,  Lng: -94.321342),  Route carried "on" structure: State highway M,  Year Built: 1941,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 527 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 738 (year 2041),  Design Load: H 10,  Features Intersected: OLD TOWN CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.609,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.9m (32.5ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 27.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9951,  Location: S 33 T 36 N R 31 W (Lat: 37.851919,  Lng: -94.358611),  Route carried "on" structure: State highway W,  Year Built: 1921,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 6,487 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,352 (year 2041),  Features Intersected: MEDIGENER CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.237,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Serious,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.16m (0.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $299,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1387,  Location: S 34 T 36 N R 31 W (Lat: 37.851550,  Lng: -94.344197),  Route carried "under" structure: State highway 49,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 1,166 (year 2021),  Truck Traffic: 10%,  Features Intersected: LP 49
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 4.587,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 1474,  Location: S 3 T 35 N R 31 W (Lat: 37.846400,  Lng: -94.336436),  Route carried "under" structure: US 54,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 4,972 (year 2021),  Truck Traffic: 12%,  Features Intersected: US 54,  Facility Carried by Structure: IS 49 S
Minimum Vertical Clearance: 6.76m (22.18ft),  Kilometerpoint: 25.531,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 1475,  Location: S 3 T 35 N R 31 W (Lat: 37.846403,  Lng: -94.335983),  Route carried "under" structure: US 54,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 6,320 (year 2021),  Truck Traffic: 20%,  Features Intersected: US 54,  Facility Carried by Structure: IS 49 N
Minimum Vertical Clearance: 6.71m (22.01ft),  Kilometerpoint: 25.561,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 1476,  Location: S 2 T 35 N R 31 W (Lat: 37.836231,  Lng: -94.320919),  Route carried "under" structure: State highway K,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 2,383 (year 2021),  Truck Traffic: 10%,  Features Intersected: RT K,  Facility Carried by Structure: IS 49 S
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.121,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 1477,  Location: S 2 T 35 N R 31 W (Lat: 37.836136,  Lng: -94.320356),  Route carried "under" structure: State highway K,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 2,383 (year 2021),  Truck Traffic: 10%,  Features Intersected: RT K,  Facility Carried by Structure: IS 49 N
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 2707,  Location: S 33 T 36 N R 31 W (Lat: 37.862147,  Lng: -94.344575),  Route carried "under" structure: Interstate 49,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 6,048 (year 2021),  Truck Traffic: 38%,  Features Intersected: IS 49,  Facility Carried by Structure: HIGHLAND AVE E
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 129.044,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.7m (110.6ft)

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Structure Number: 2707,  Location: S 33 T 36 N R 31 W (Lat: 37.862147,  Lng: -94.344575),  Route carried "under" structure: Interstate 49,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 6,196 (year 2021),  Truck Traffic: 32%,  Features Intersected: IS 49,  Facility Carried by Structure: HIGHLAND AVE E
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 167.029,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.7m (110.6ft)

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Structure Number: 33281,  Location: S 9 T 36 N R 31 W (Lat: 37.910631,  Lng: -94.349169),  Route carried "under" structure: Interstate 49,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 5,912 (year 2021),  Truck Traffic: 36%,  Features Intersected: IS 49,  Facility Carried by Structure: RT M S
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 172.623,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 33281,  Location: S 9 T 36 N R 31 W (Lat: 37.910631,  Lng: -94.349169),  Route carried "under" structure: Interstate 49,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 5,485 (year 2021),  Truck Traffic: 36%,  Features Intersected: IS 49,  Facility Carried by Structure: RT M S
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 123.471,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 33285,  Location: S 5 T 36 N R 31 W (Lat: 37.924744,  Lng: -94.366047),  Route carried "under" structure: Interstate 49,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 5,485 (year 2021),  Truck Traffic: 36%,  Features Intersected: IS 49,  Facility Carried by Structure: INDIAN LINE RD E
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 121.314,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 33285,  Location: S 5 T 36 N R 31 W (Lat: 37.924744,  Lng: -94.366047),  Route carried "under" structure: Interstate 49,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 5,407 (year 2021),  Truck Traffic: 32%,  Features Intersected: IS 49,  Facility Carried by Structure: INDIAN LINE RD E
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 174.782,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 86,  Location: S 4 T 35 N R 31 W (Lat: 37.836903,  Lng: -94.348206),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 352 (year 2021),  Truck Traffic: 5%,  Features Intersected: CST UNDERPASS ST,  Facility Carried by Structure: US 54 E
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.240,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)