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

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Structure Number: 4212,  Location: S 16 T 48 N R 13 W (Lat: 38.955658,  Lng: -92.395839),  Route carried "on" structure: State highway TT,  Year Built: 1994,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 17,611 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,580 (year 2041),  Design Load: HS 20,  Features Intersected: BR OF PERCHE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.014,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 87.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 4304,  Location: S 1 T 48 N R 13 W (Lat: 38.975186,  Lng: -92.326497),  Route carried "on" structure: State highway 763,  Year Built: 1994,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 18,775 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 34,734 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: BEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.752,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.4m (53.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 80.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: September 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: 4669,  Location: S 8 T 48 N R 13 W (Lat: 38.971231,  Lng: -92.411108),  Route carried "on" structure: Interstate 70,  Year Built: 1940,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 21.28m (69.82ft),  Average Daily Traffic: 22,237 (year 2021),  Truck Traffic: 24%,  Average Future Daily Traffic: 36,691 (year 2041),  Design Load: HS 20,  Features Intersected: PERCHE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 205.498,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 9,  Length of Maximum Span: 37.1m (121.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 62.1 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Other Special Inspection Date: September 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: 4895,  Location: S 9 T 48 N R 12 W (Lat: 38.960250,  Lng: -92.266547),  Route carried "on" structure: ServiceState highway 70,  Year Built: 1925,  Status: Posted for load,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 4,114 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,200 (year 2041),  Design Load: H 15,  Features Intersected: HOMINY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.456,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.1m (26.6ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 17.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.33m (1.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: Bituminous,  Membrane: Built-up

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Structure Number: 4911,  Location: S 3 T 48 N R 13 W (Lat: 38.969919,  Lng: -92.378956),  Route carried "on" structure: ServiceState highway 70,  Year Built: 1925,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 4,273 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,478 (year 2041),  Design Load: H 15,  Features Intersected: CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.329,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Inventory Rating: 68.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 574,  Location: S 8 T 48 N R 12 W (Lat: 38.961758,  Lng: -92.292044),  Route carried "on" structure: US ,  Year Built: 1961,  Year Reconstructed: 1983,  Status: Posted for load,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 35,893 (year 2021),  Truck Traffic: 25%,  Average Future Daily Traffic: 66,402 (year 2041),  Design Load: H 20,  Features Intersected: IS 70,  Facility Carried by Structure: US 63C S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.407,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6162,  Location: S 8 T 48 N R 13 W (Lat: 38.962125,  Lng: -92.295883),  Route carried "on" structure: Interstate 70,  Year Built: 1949,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 16,789 (year 2021),  Truck Traffic: 24%,  Average Future Daily Traffic: 27,702 (year 2041),  Design Load: HS 20,  Features Intersected: HINKSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 207.059,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 16.0m (52.5ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Built-up

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Structure Number: 618,  Location: S 6 T 48 N R 12 W (Lat: 38.967147,  Lng: -92.308303),  Route carried "on" structure: State highway B,  Year Built: 1957,  Year Reconstructed: 1999,  Status: Posted for load,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 16,652 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,806 (year 2041),  Design Load: H 20,  Features Intersected: IS 70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.082,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 621,  Location: S 11 T 48 N R 12 W (Lat: 38.960006,  Lng: -92.235944),  Route carried "on" structure: Interstate 70,  Year Built: 1949,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 43,621 (year 2021),  Truck Traffic: 30%,  Average Future Daily Traffic: 71,975 (year 2041),  Design Load: HS 20,  Features Intersected: GRINDSTONE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 212.292,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: September 2021

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Structure Number: 65,  Location: S 1 T 48 N R 13 W (Lat: 38.969069,  Lng: -92.333669),  Route carried "on" structure: State highway 163,  Year Built: 1957,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 22,532 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 41,684 (year 2041),  Design Load: H 20,  Features Intersected: IS 70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.021,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.0m (78.7ft)

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

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Structure Number: 6586,  Location: S 10 T 48 N R 12 W (Lat: 38.960119,  Lng: -92.253136),  Route carried "on" structure: County highway ,  Year Built: 1957,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 2,617 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,580 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: IS 70,  Facility Carried by Structure: ST CHARLES RD E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.879,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 57.6 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: Equal to present minimum 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6599,  Location: S 5 T 48 N R 12 W (Lat: 38.964758,  Lng: -92.302342),  Route carried "on" structure: Ramp State highway ,  Year Built: 1957,  Status: Posted for load,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 2,643 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,361 (year 2041),  Design Load: H 20,  Features Intersected: IS 70,  Facility Carried by Structure: RP IS70W TO LP70W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.468,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.66m (2.17ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2022,  Bridge Improvement Cost: $540,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $810,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6616,  Location: S 8 T 48 N R 11 W (Lat: 38.958761,  Lng: -92.184258),  Route carried "on" structure: Interstate 70,  Year Built: 1961,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 19,089 (year 2021),  Truck Traffic: 32%,  Average Future Daily Traffic: 31,497 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: LIT CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 185.530,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.5m (47.6ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Bituminous

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Structure Number: 6687,  Location: S 8 T 48 N R 12 W (Lat: 38.962642,  Lng: -92.295667),  Route carried "on" structure: Ramp State highway ,  Year Built: 1957,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 11,561 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 19,076 (year 2041),  Design Load: HS 20,  Features Intersected: HINKSON CREEK,  Facility Carried by Structure: RP US63C TO IS70W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.301,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 16.0m (52.5ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Built-up

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Structure Number: 722,  Location: S 3 T 62 N R 20 W (Lat: 40.207753,  Lng: -93.129358),  Route carried "on" structure: State highway OO,  Year Built: 1962,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 1,481 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,851 (year 2041),  Design Load: H 15,  Features Intersected: MO 5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.988,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 42.3 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 722,  Location: S 8 T 48 N R 13 W (Lat: 38.964328,  Lng: -92.401925),  Route carried "on" structure: State highway ZZ,  Year Built: 1958,  Status: Open,  Structure Length: 1.08m (3.54ft),  Average Daily Traffic: 434 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 760 (year 2041),  Design Load: H 10,  Features Intersected: HUTH CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.668,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Satisfactory,  Culverts: 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: 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: September 2021

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Structure Number: 7256,  Location: S 2 T 50 N R 11 W (Lat: 39.148717,  Lng: -92.110514),  Route carried "on" structure: State highway FF,  Year Built: 1961,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 566 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 991 (year 2041),  Design Load: H 15,  Features Intersected: YOUNGS BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.290,  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: 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 7302,  Location: S 11 T 49 N R 12 W (Lat: 39.036239,  Lng: -92.240228),  Route carried "on" structure: State highway HH,  Year Built: 1961,  Year Reconstructed: 2019,  Status: Posted for load,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 647 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 1,132 (year 2041),  Design Load: H 15,  Features Intersected: HINKSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.659,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Excellent,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7394,  Location: S 8 T 48 N R 11 W (Lat: 38.958389,  Lng: -92.184194),  Route carried "on" structure: ServiceState highway 70,  Year Built: 1961,  Status: Posted for load,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 369 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 646 (year 2041),  Design Load: H 15,  Features Intersected: LIT CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.561,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Good,  Channel: Good,  Operating Rating: 26.1 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: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.50m (1.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $394,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $590,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8098,  Location: S 7 T 48 N R 13 W (Lat: 38.969458,  Lng: -92.426378),  Route carried "on" structure: State highway UU,  Year Built: 1960,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,014 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,525 (year 2041),  Design Load: H 15,  Features Intersected: CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.500,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 8803,  Location: S 11 T 47 N R 13 W (Lat: 38.874850,  Lng: -92.362275),  Route carried "on" structure: State highway K,  Year Built: 1933,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 8,035 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,865 (year 2041),  Design Load: H 10,  Features Intersected: SUTTON BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.261,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.12m (0.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 8804,  Location: S 9 T 47 N R 13 W (Lat: 38.870717,  Lng: -92.383183),  Route carried "on" structure: State highway K,  Year Built: 1933,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 7,147 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,222 (year 2041),  Design Load: H 10,  Features Intersected: UNION CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.492,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Channel: Satisfactory,  Culverts: 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.13m (0.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 9482,  Location: S 9 T 47 N R 12 W (Lat: 38.868650,  Lng: -92.270408),  Route carried "on" structure: State highway 163,  Year Built: 1958,  Status: Posted for load,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,067 (year 2021),  Truck Traffic: 21%,  Average Future Daily Traffic: 1,867 (year 2041),  Features Intersected: BONNE FEMME CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.181,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 25.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 0.17m (0.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $195,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $292,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 143,  Location: S 7 T 48 N R 13 W (Lat: 38.971742,  Lng: -92.430917),  Route carried "under" structure: Interstate 70,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 18,158 (year 2021),  Truck Traffic: 24%,  Features Intersected: IS 70,  Facility Carried by Structure: US 40 E
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 195.022,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 143,  Location: S 7 T 48 N R 13 W (Lat: 38.971742,  Lng: -92.430917),  Route carried "under" structure: Interstate 70,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 22,237 (year 2021),  Truck Traffic: 24%,  Features Intersected: IS 70,  Facility Carried by Structure: US 40 E
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 207.324,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 2064,  Location: S 29 T 48 N R 12 W (Lat: 38.912861,  Lng: -92.293653),  Route carried "under" structure: US 63,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 16,391 (year 2021),  Truck Traffic: 8%,  Features Intersected: US 63,  Facility Carried by Structure: RT AC E
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 344.661,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 2064,  Location: S 29 T 48 N R 12 W (Lat: 38.912861,  Lng: -92.293653),  Route carried "under" structure: US 63,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 25,284 (year 2021),  Truck Traffic: 10%,  Features Intersected: US 63,  Facility Carried by Structure: RT AC E
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 198.886,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 2886,  Location: S 17 T 48 N R 12 W (Lat: 38.946406,  Lng: -92.293675),  Route carried "under" structure: US 63,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 30,979 (year 2021),  Truck Traffic: 8%,  Features Intersected: US 63,  Facility Carried by Structure: RT WW E
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 348.391,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.3m (112.5ft)

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Structure Number: 2886,  Location: S 17 T 48 N R 12 W (Lat: 38.946406,  Lng: -92.293675),  Route carried "under" structure: US 63,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 26,946 (year 2021),  Truck Traffic: 10%,  Features Intersected: US 63,  Facility Carried by Structure: RT WW E
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 195.154,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.3m (112.5ft)

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Structure Number: 289,  Location: S 20 T 48 N R 12 W (Lat: 38.932233,  Lng: -92.294758),  Route carried "under" structure: State highway 740,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 10,212 (year 2021),  Truck Traffic: 7%,  Features Intersected: MO 740,  Facility Carried by Structure: US 63 N
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 0.365,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 289,  Location: S 20 T 48 N R 12 W (Lat: 38.932233,  Lng: -92.294758),  Route carried "under" structure: State highway 740,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 9,350 (year 2021),  Truck Traffic: 9%,  Features Intersected: MO 740,  Facility Carried by Structure: US 63 N
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 10.149,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 2891,  Location: S 20 T 48 N R 12 W (Lat: 38.932158,  Lng: -92.295078),  Route carried "under" structure: State highway 740,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 9,350 (year 2021),  Truck Traffic: 9%,  Features Intersected: MO 740,  Facility Carried by Structure: US 63 S
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 10.124,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 2891,  Location: S 20 T 48 N R 12 W (Lat: 38.932158,  Lng: -92.295078),  Route carried "under" structure: State highway 740,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 10,212 (year 2021),  Truck Traffic: 7%,  Features Intersected: MO 740,  Facility Carried by Structure: US 63 S
Minimum Vertical Clearance: 6.73m (22.08ft),  Kilometerpoint: 0.393,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 29218,  Location: S 1 T 48 N R 13 W (Lat: 38.976656,  Lng: -92.282708),  Route carried "under" structure: US 63,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 18,924 (year 2021),  Truck Traffic: 24%,  Features Intersected: US 63,  Facility Carried by Structure: VANDIVER DR E
Minimum Vertical Clearance: 6.43m (21.10ft),  Kilometerpoint: 191.371,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 29218,  Location: S 1 T 48 N R 13 W (Lat: 38.976656,  Lng: -92.282708),  Route carried "under" structure: US 63,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 18,304 (year 2021),  Truck Traffic: 8%,  Features Intersected: US 63,  Facility Carried by Structure: VANDIVER DR E
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 352.173,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 32089,  Location: S 33 T 48 N R 12 W (Lat: 38.898075,  Lng: -92.280631),  Route carried "under" structure: US 63,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 15,761 (year 2021),  Truck Traffic: 8%,  Features Intersected: US 63,  Facility Carried by Structure: DISCOVERY PKWY S
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 342.578,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.3m (99.4ft)

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Structure Number: 32089,  Location: S 33 T 48 N R 12 W (Lat: 38.898075,  Lng: -92.280631),  Route carried "under" structure: US 63,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 16,879 (year 2021),  Truck Traffic: 10%,  Features Intersected: US 63,  Facility Carried by Structure: DISCOVERY PKWY S
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 200.995,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.3m (99.4ft)

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Structure Number: 33,  Location: S 5 T 48 N R 13 W (Lat: 38.970836,  Lng: -92.401272),  Route carried "under" structure: Interstate 70,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 22,268 (year 2021),  Truck Traffic: 24%,  Features Intersected: IS 70,  Facility Carried by Structure: SORRELS OVERPASS D
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 197.576,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.4m (76.8ft)

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Structure Number: 33,  Location: S 5 T 48 N R 13 W (Lat: 38.970836,  Lng: -92.401272),  Route carried "under" structure: Interstate 70,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 22,237 (year 2021),  Truck Traffic: 24%,  Features Intersected: IS 70,  Facility Carried by Structure: SORRELS OVERPASS D
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 204.751,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.4m (76.8ft)

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Structure Number: 3312,  Location: S 29 T 49 N R 12 W (Lat: 39.000936,  Lng: -92.301272),  Route carried "under" structure: US 63,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 12,210 (year 2021),  Truck Traffic: 19%,  Features Intersected: US 63,  Facility Carried by Structure: OAKLAND GRAVEL RD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 355.582,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 3312,  Location: S 29 T 49 N R 12 W (Lat: 39.000936,  Lng: -92.301272),  Route carried "under" structure: US 63,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 8,824 (year 2021),  Truck Traffic: 14%,  Features Intersected: US 63,  Facility Carried by Structure: OAKLAND GRAVEL RD
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 187.989,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 3313,  Location: S 19 T 49 N R 12 W (Lat: 39.014850,  Lng: -92.306450),  Route carried "under" structure: US 63,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 8,429 (year 2021),  Truck Traffic: 20%,  Features Intersected: US 63,  Facility Carried by Structure: PRATHERSVILLE RD E
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 357.199,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 3313,  Location: S 19 T 49 N R 12 W (Lat: 39.014850,  Lng: -92.306450),  Route carried "under" structure: US 63,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 6,331 (year 2021),  Truck Traffic: 25%,  Features Intersected: US 63,  Facility Carried by Structure: PRATHERSVILLE RD E
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 186.351,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 3314,  Location: S 18 T 49 N R 12 W (Lat: 39.022336,  Lng: -92.318325),  Route carried "under" structure: US 63,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 6,331 (year 2021),  Truck Traffic: 25%,  Features Intersected: US 63,  Facility Carried by Structure: WAGON TRAIL RD S
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 185.015,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.4m (129.3ft)

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Structure Number: 3314,  Location: S 18 T 49 N R 12 W (Lat: 39.022336,  Lng: -92.318325),  Route carried "under" structure: US 63,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 7,079 (year 2021),  Truck Traffic: 18%,  Features Intersected: US 63,  Facility Carried by Structure: WAGON TRAIL RD S
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 358.566,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.4m (129.3ft)

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Structure Number: 3315,  Location: S 13 T 49 N R 13 W (Lat: 39.024531,  Lng: -92.322642),  Route carried "under" structure: State highway 763,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 2,367 (year 2021),  Truck Traffic: 6%,  Features Intersected: MO 763,  Facility Carried by Structure: US 63 S
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 10.396,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 3316,  Location: S 13 T 49 N R 13 W (Lat: 39.024903,  Lng: -92.322708),  Route carried "under" structure: State highway 763,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 2,367 (year 2021),  Truck Traffic: 6%,  Features Intersected: MO 763,  Facility Carried by Structure: US 63 N
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 10.437,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.0m (141.1ft)

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Structure Number: 3354,  Location: S 29 T 49 N R 12 W (Lat: 38.993117,  Lng: -92.291911),  Route carried "under" structure: City street ,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 4,200 (year 2021),  Truck Traffic: 4%,  Features Intersected: CST BROWN STATION RD,  Facility Carried by Structure: US 63 N
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 4.675,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.6m (67.6ft)

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Structure Number: 3355,  Location: S 29 T 49 N R 12 W (Lat: 38.992875,  Lng: -92.292047),  Route carried "under" structure: City street ,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 4,200 (year 2021),  Truck Traffic: 4%,  Features Intersected: CST BROWN STATION RD,  Facility Carried by Structure: US 63 S
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 4.703,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.7m (74.5ft)

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Structure Number: 3356,  Location: S 32 T 49 N R 12 W (Lat: 38.988264,  Lng: -92.285733),  Route carried "under" structure: State highway B,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 21,447 (year 2021),  Truck Traffic: 4%,  Features Intersected: RT B,  Facility Carried by Structure: US 63 N
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 15.999,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 3357,  Location: S 32 T 49 N R 12 W (Lat: 38.988053,  Lng: -92.285917),  Route carried "under" structure: State highway B,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 17,043 (year 2021),  Truck Traffic: 4%,  Features Intersected: RT B,  Facility Carried by Structure: US 63 S
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 16.029,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 3358,  Location: S 33 T 49 N R 12 W (Lat: 38.981147,  Lng: -92.281056),  Route carried "under" structure: US 63,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 18,304 (year 2021),  Truck Traffic: 8%,  Features Intersected: US 63,  Facility Carried by Structure: MEXICO GRAVEL RD E
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 352.704,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 3358,  Location: S 33 T 49 N R 12 W (Lat: 38.981147,  Lng: -92.281056),  Route carried "under" structure: US 63,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 18,924 (year 2021),  Truck Traffic: 24%,  Features Intersected: US 63,  Facility Carried by Structure: MEXICO GRAVEL RD E
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 190.844,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 3359,  Location: S 5 T 48 N R 12 W (Lat: 38.970228,  Lng: -92.291106),  Route carried "under" structure: US 63,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 12,600 (year 2021),  Truck Traffic: 6%,  Features Intersected: US 63
Minimum Vertical Clearance: 6.35m (20.83ft),  Kilometerpoint: 192.372,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 3359,  Location: S 5 T 48 N R 12 W (Lat: 38.970228,  Lng: -92.291106),  Route carried "under" structure: US 63,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 11,323 (year 2021),  Truck Traffic: 7%,  Features Intersected: US 63
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 351.127,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 3361,  Location: S 8 T 48 N R 12 W (Lat: 38.962717,  Lng: -92.294525),  Route carried "under" structure: Interstate 70,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 25,676 (year 2021),  Truck Traffic: 30%,  Features Intersected: IS 70,  Facility Carried by Structure: US 63 N
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 207.211,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 3361,  Location: S 8 T 48 N R 12 W (Lat: 38.962717,  Lng: -92.294525),  Route carried "under" structure: Ramp State highway ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 11,561 (year 2021),  Truck Traffic: 18%,  Features Intersected: RP US63C TO IS70W,  Facility Carried by Structure: US 63 N
Minimum Vertical Clearance: 6.30m (20.67ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 3361,  Location: S 8 T 48 N R 12 W (Lat: 38.962717,  Lng: -92.294525),  Route carried "under" structure: Ramp State highway ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 14,508 (year 2021),  Truck Traffic: 18%,  Features Intersected: RP IS70E TO US63C,  Facility Carried by Structure: US 63 N
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.095,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 3361,  Location: S 8 T 48 N R 12 W (Lat: 38.962717,  Lng: -92.294525),  Route carried "under" structure: City street ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 7,244 (year 2021),  Truck Traffic: 5%,  Features Intersected: CST CLARK LN,  Facility Carried by Structure: US 63 N
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 1.265,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 3361,  Location: S 8 T 48 N R 12 W (Lat: 38.962717,  Lng: -92.294525),  Route carried "under" structure: Interstate 70,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 26,389 (year 2021),  Truck Traffic: 32%,  Features Intersected: IS 70,  Facility Carried by Structure: US 63 N
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 195.128,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 3362,  Location: S 8 T 48 N R 12 W (Lat: 38.962736,  Lng: -92.294839),  Route carried "under" structure: Ramp State highway ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 14,508 (year 2021),  Truck Traffic: 18%,  Features Intersected: RP IS70E TO US63C,  Facility Carried by Structure: US 63 S
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.066,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 3362,  Location: S 8 T 48 N R 12 W (Lat: 38.962736,  Lng: -92.294839),  Route carried "under" structure: City street ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 7,244 (year 2021),  Truck Traffic: 5%,  Features Intersected: CST CLARK LN,  Facility Carried by Structure: US 63 S
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 3.866,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 3362,  Location: S 8 T 48 N R 12 W (Lat: 38.962736,  Lng: -92.294839),  Route carried "under" structure: Ramp State highway ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 11,561 (year 2021),  Truck Traffic: 18%,  Features Intersected: RP US63C TO IS70W,  Facility Carried by Structure: US 63 S
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 0.254,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)