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

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Structure Number: 11879,  Location: S 12 T 47 N R 33 W (Lat: 38.907678,  Lng: -94.523906),  Route carried "on" structure: Ramp State highway ,  Year Built: 1995,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 1,671 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,339 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: IS 49,  Facility Carried by Structure: CO EOR49 TO WOR49
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.072,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 87.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 18115,  Location: S 7 T 47 N R 32 W (Lat: 38.903639,  Lng: -94.506111),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 1,500 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,950 (year 2041),  Design Load: H 20,  Features Intersected: TRIB LITBLUE RV,  Facility Carried by Structure: FOOD LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 32.4 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,  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: 18118,  Location: S 36 T 47 N R 33 W (Lat: 38.854331,  Lng: -94.526831),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 1,480 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,924 (year 2041),  Design Load: H 20,  Features Intersected: BR OF LIT BLUE RVR,  Facility Carried by Structure: BARATE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: 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: Monolithic Concrete

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Structure Number: 18119,  Location: S 7 T 47 N R 32 W (Lat: 38.900269,  Lng: -94.498814),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 210 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 273 (year 2041),  Features Intersected: TRIB OF LIT BLUE R,  Facility Carried by Structure: HARRY TRUMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  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

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Structure Number: 1812,  Location: S 18 T 47 N R 32 W (Lat: 38.887578,  Lng: -94.499469),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 510 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 663 (year 2041),  Features Intersected: PAVED DRAIN DTCH,  Facility Carried by Structure: SYCAMORE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.5 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 18121,  Location: S 18 T 47 N R 32 W (Lat: 38.885578,  Lng: -94.491061),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 3,500 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,550 (year 2041),  Features Intersected: LONGVIEW LK,  Facility Carried by Structure: HIGHGROVE RD EBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.5 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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: June 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 18122,  Location: S 18 T 47 N R 32 W (Lat: 38.885722,  Lng: -94.491178),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 3,600 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,680 (year 2041),  Features Intersected: LONGVIEW LK,  Facility Carried by Structure: HIGHGROVE RD WBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.5 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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: June 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 18123,  Location: S 36 T 47 N R 33 W (Lat: 38.842367,  Lng: -94.508931),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 600 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 780 (year 2041),  Features Intersected: OIL CR,  Facility Carried by Structure: 155TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Fair,  Operating Rating: 49.5 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: Better than 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2129,  Location: S 36 T 47 N R 33 W (Lat: 38.857892,  Lng: -94.526314),  Route carried "on" structure: State highway 150,  Year Built: 1969,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 14,721 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 19,873 (year 2041),  Design Load: H 20,  Features Intersected: S FK LIT BLUE RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.830,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Fair,  Culverts: Fair,  Inventory Rating: 64.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 213,  Location: S 36 T 47 N R 33 W (Lat: 38.857597,  Lng: -94.514758),  Route carried "on" structure: State highway 150,  Year Built: 1972,  Year Reconstructed: 2008,  Status: Posted for load,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 6,943 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 9,373 (year 2041),  Design Load: H 20,  Features Intersected: OIL CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.827,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  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: Superior to present desirable criteria,  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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 2131,  Location: S 29 T 47 N R 32 W (Lat: 38.855769,  Lng: -94.473175),  Route carried "on" structure: State highway 150,  Year Built: 1969,  Year Reconstructed: 2008,  Status: Posted for load,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 10,003 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 13,504 (year 2041),  Design Load: H 20,  Features Intersected: LAMPKIN CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.444,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  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: Superior to present desirable criteria,  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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 28808,  Location: S 25 T 47 N R 33 W (Lat: 38.872478,  Lng: -94.508369),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 2,000 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,600 (year 2041),  Features Intersected: LIT BLUE RVR,  Facility Carried by Structure: BRYARS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3036,  Location: S 14 T 47 N R 33 W (Lat: 38.897022,  Lng: -94.524483),  Route carried "on" structure: Interstate 49,  Year Built: 1979,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 49,678 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 67,065 (year 2041),  Design Load: HS 20,  Features Intersected: CST HARRY S TRUMAN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 290.864,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 51.3 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: 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: October 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: 3037,  Location: S 14 T 47 N R 33 W (Lat: 38.897222,  Lng: -94.524694),  Route carried "on" structure: Interstate 49,  Year Built: 1979,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 45,505 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 61,432 (year 2041),  Design Load: HS 20,  Features Intersected: CST HARRY S TRUMAN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.121,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.2 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: 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: October 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: 30774,  Location: S 25 T 47 N R 33 W (Lat: 38.870503,  Lng: -94.521600),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 2,200 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,860 (year 2041),  Design Load: HS 20,  Features Intersected: BR LIT BLUE RVR,  Facility Carried by Structure: 140TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  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,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32195,  Location: S 35 T 47 N R 33 W (Lat: 38.857881,  Lng: -94.528167),  Route carried "on" structure: Interstate 49,  Year Built: 2008,  Status: Open,  Structure Length: 12.30m (40.35ft),  Average Daily Traffic: 43,395 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 58,583 (year 2041),  Design Load: HS 20,  Features Intersected: MO 150
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.444,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 59.7m (195.9ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 85.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 32198,  Location: S 35 T 47 N R 33 W (Lat: 38.858025,  Lng: -94.527928),  Route carried "on" structure: Interstate 49,  Year Built: 2008,  Status: Open,  Structure Length: 12.30m (40.35ft),  Average Daily Traffic: 36,711 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 49,560 (year 2041),  Design Load: HS 20,  Features Intersected: MO 150
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 286.444,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 59.7m (195.9ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 85.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 322,  Location: S 6 T 59 N R 18 W (Lat: 39.953006,  Lng: -92.955950),  Route carried "on" structure: State highway 11,  Year Built: 1979,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 322 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 403 (year 2041),  Design Load: H 15,  Features Intersected: E YELLOW CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 89.719,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.0m (52.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 322,  Location: S 35 T 47 N R 33 W (Lat: 38.857989,  Lng: -94.528808),  Route carried "on" structure: ServiceState highway 49,  Year Built: 2008,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 1,908 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,671 (year 2041),  Design Load: HS 20,  Features Intersected: MO 150
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.027,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 83.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 32207,  Location: S 25 T 47 N R 33 W (Lat: 38.857928,  Lng: -94.527267),  Route carried "on" structure: ServiceState highway 49,  Year Built: 2008,  Status: Open,  Structure Length: 9.66m (31.69ft),  Average Daily Traffic: 1,858 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,601 (year 2041),  Design Load: HS 20,  Features Intersected: MO 150
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.594,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

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

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Structure Number: 32209,  Location: S 25 T 47 N R 33 W (Lat: 38.860231,  Lng: -94.526069),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 334 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 468 (year 2041),  Design Load: HS 20,  Features Intersected: LITTLE BLUE RVR,  Facility Carried by Structure: WHITE AVE S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.045,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 74.7 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 32318,  Location: S 36 T 47 N R 33 W (Lat: 38.857819,  Lng: -94.514867),  Route carried "on" structure: State highway 150,  Year Built: 2008,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 7,778 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,500 (year 2041),  Design Load: HS 20,  Features Intersected: OIL CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.442,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 86.4 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: Superior 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: October 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: 32319,  Location: S 29 T 47 N R 32 W (Lat: 38.855703,  Lng: -94.469531),  Route carried "on" structure: State highway 150,  Year Built: 2008,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 9,556 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,901 (year 2041),  Design Load: HS 20,  Features Intersected: LUMPKINS FK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.816,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Excellent,  Channel: Good,  Operating Rating: 86.4 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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.46m (1.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $376,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $564,000 ( 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: 32805,  Location: S 36 T 47 N R 32 W (Lat: 38.853322,  Lng: -94.399258),  Route carried "on" structure: State highway 150,  Year Built: 2009,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 19,559 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 26,405 (year 2041),  Design Load: HS 20,  Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.893,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.3m (66.6ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 24.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 14.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Waterway Adequacy: Superior to present desirable 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: November 2021,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $375,000 ( Estimate for 2022)

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Structure Number: 32821,  Location: S 25 T 47 N R 33 W (Lat: 38.868356,  Lng: -94.520828),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 950 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,235 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: LIT BLUE RVR,  Facility Carried by Structure: MERRYWOOD LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 33162,  Location: S 35 T 47 N R 33 W (Lat: 38.858631,  Lng: -94.546717),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 4.16m (13.65ft),  Average Daily Traffic: 8,819 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,347 (year 2041),  Features Intersected: MO 150,  Facility Carried by Structure: BOTTS RD S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.417,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.8m (68.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Excellent,  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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.51m (1.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $927,000,  Roadway Improvement Cost: $93,000,  Total Project Cost: $1,390,000 ( 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: 33753,  Location: S 25 T 47 N R 33 W (Lat: 38.863081,  Lng: -94.527631),  Route carried "on" structure: ServiceState highway 49,  Year Built: 2011,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 5,124 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,174 (year 2041),  Features Intersected: UNNAMED BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.841,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 76.5 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 33987,  Location: S 35 T 47 N R 33 W (Lat: 38.858883,  Lng: -94.551939),  Route carried "on" structure: Ramp State highway ,  Year Built: 2012,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 511 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 690 (year 2041),  Features Intersected: MO 150,  Facility Carried by Structure: RP MO150W TO THUND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.325,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 65.7 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: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 35108,  Location: S 36 T 47 N R 33 W (Lat: 38.853000,  Lng: -94.528278),  Route carried "on" structure: City street ,  Year Built: 1945,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 404 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 525 (year 2041),  Design Load: HS 20,  Features Intersected: LIT BLUE RVR,  Facility Carried by Structure: OR 49 S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to 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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 35265,  Location: S 14 T 47 N R 33 W (Lat: 38.888892,  Lng: -94.525158),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 5.71m (18.73ft),  Average Daily Traffic: 9,630 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,001 (year 2041),  Features Intersected: IS 49,  Facility Carried by Structure: MAIN ST E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.069,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.6m (93.8ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 63.9 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 35395,  Location: S 35 T 47 N R 33 W (Lat: 38.843647,  Lng: -94.529444),  Route carried "on" structure: City street ,  Year Built: 2017,  Status: Open,  Structure Length: 4.86m (15.94ft),  Average Daily Traffic: 5,286 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,400 (year 2041),  Features Intersected: IS 49,  Facility Carried by Structure: 155TH ST E
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 2.120,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 18.5m (60.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 78.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 36218,  Location: S 25 T 47 N R 33 W (Lat: 38.870550,  Lng: -94.526461),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 5.38m (17.65ft),  Average Daily Traffic: 5,896 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,254 (year 2041),  Features Intersected: IS 49, IS 49,  Facility Carried by Structure: 140TH ST E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.261,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.4m (86.6ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3631,  Location: S 23 T 48 N R 32 W (Lat: 38.963872,  Lng: -94.426883),  Route carried "on" structure: State highway 350,  Year Built: 1987,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 14,711 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,860 (year 2041),  Design Load: HS 20,  Features Intersected: LIT BLUE RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.766,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 15.2m (49.9ft),  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: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 6329,  Location: S 36 T 47 N R 33 W (Lat: 38.852878,  Lng: -94.528614),  Route carried "on" structure: Interstate 49,  Year Built: 1954,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 36,711 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 49,560 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: LIT BLUE RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 285.889,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.2m (30.2ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 74.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 66,  Location: S 23 T 56 N R 35 W (Lat: 39.657092,  Lng: -94.788072),  Route carried "on" structure: Interstate 29,  Year Built: 1957,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 9.48m (31.10ft),  Average Daily Traffic: 16,343 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 27,783 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: PIDGEON CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 135.818,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 6,  Length of Maximum Span: 16.2m (53.1ft),  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: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 66.6 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: 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: August 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: 66,  Location: S 12 T 47 N R 33 W (Lat: 38.908203,  Lng: -94.523778),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 12,678 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,115 (year 2041),  Design Load: H 20,  Features Intersected: IS 49,  Facility Carried by Structure: BLUE RIDGE BLVD S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.433,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11879,  Location: S 12 T 47 N R 33 W (Lat: 38.907678,  Lng: -94.523906),  Route carried "under" structure: Interstate 49,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 45,505 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 49
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 4.001,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 11879,  Location: S 12 T 47 N R 33 W (Lat: 38.907678,  Lng: -94.523906),  Route carried "under" structure: Interstate 49,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 47,288 (year 2021),  Truck Traffic: 17%,  Features Intersected: IS 49
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 292.069,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 3036,  Location: S 14 T 47 N R 33 W (Lat: 38.897022,  Lng: -94.524483),  Route carried "under" structure: City street ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 7,124 (year 2021),  Truck Traffic: 5%,  Features Intersected: CST HARRY S TRUMAN DR,  Facility Carried by Structure: IS 49 N
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.803,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 3037,  Location: S 14 T 47 N R 33 W (Lat: 38.897222,  Lng: -94.524694),  Route carried "under" structure: City street ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 7,124 (year 2021),  Truck Traffic: 5%,  Features Intersected: CST HARRY S TRUMAN DR,  Facility Carried by Structure: IS 49 S
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.784,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 32195,  Location: S 35 T 47 N R 33 W (Lat: 38.857881,  Lng: -94.528167),  Route carried "under" structure: State highway 150,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 9,934 (year 2021),  Truck Traffic: 3%,  Features Intersected: MO 150,  Facility Carried by Structure: IS 49 S
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 32.613,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 59.7m (195.9ft)

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Structure Number: 32195,  Location: S 35 T 47 N R 33 W (Lat: 38.857881,  Lng: -94.528167),  Route carried "under" structure: State highway 150,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 11,261 (year 2021),  Truck Traffic: 5%,  Features Intersected: MO 150,  Facility Carried by Structure: IS 49 S
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 8.679,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 59.7m (195.9ft)

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Structure Number: 32198,  Location: S 35 T 47 N R 33 W (Lat: 38.858025,  Lng: -94.527928),  Route carried "under" structure: State highway 150,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 11,261 (year 2021),  Truck Traffic: 5%,  Features Intersected: MO 150,  Facility Carried by Structure: IS 49 N
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 8.697,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 59.7m (195.9ft)

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Structure Number: 32198,  Location: S 35 T 47 N R 33 W (Lat: 38.858025,  Lng: -94.527928),  Route carried "under" structure: State highway 150,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 7,778 (year 2021),  Truck Traffic: 7%,  Features Intersected: MO 150,  Facility Carried by Structure: IS 49 N
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 32.597,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 59.7m (195.9ft)

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Structure Number: 322,  Location: S 35 T 47 N R 33 W (Lat: 38.857989,  Lng: -94.528808),  Route carried "under" structure: State highway 150,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 9,934 (year 2021),  Truck Traffic: 3%,  Features Intersected: MO 150,  Facility Carried by Structure: OR 49 S
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 32.671,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 322,  Location: S 35 T 47 N R 33 W (Lat: 38.857989,  Lng: -94.528808),  Route carried "under" structure: State highway 150,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 11,261 (year 2021),  Truck Traffic: 5%,  Features Intersected: MO 150,  Facility Carried by Structure: OR 49 S
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 8.623,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 32207,  Location: S 25 T 47 N R 33 W (Lat: 38.857928,  Lng: -94.527267),  Route carried "under" structure: State highway 150,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 6,943 (year 2021),  Truck Traffic: 14%,  Features Intersected: MO 150,  Facility Carried by Structure: OR 49 N
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 8.760,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 32.6m (107.0ft)