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

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Structure Number: 11764,  Location: S 31 T 54 N R 13 W (Lat: 39.431189,  Lng: -92.415658),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 11.09m (36.38ft),  Average Daily Traffic: 4,751 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,939 (year 2041),  Design Load: HS 20,  Features Intersected: US 63, OR 63,  Facility Carried by Structure: SINNOCK AVE E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.975,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.2m (148.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  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: Superior to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,191,000,  Roadway Improvement Cost: $119,000,  Total Project Cost: $1,787,000 ( 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: 11792,  Location: S 31 T 54 N R 13 W (Lat: 39.444258,  Lng: -92.424386),  Route carried "on" structure: US 63,  Year Built: 1998,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 7,655 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 13,396 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US 24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 408.509,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 54.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 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: 11793,  Location: S 25 T 54 N R 14 W (Lat: 39.444125,  Lng: -92.424672),  Route carried "on" structure: US 63,  Year Built: 1998,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 5,279 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 9,238 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US 24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 134.992,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 54.0 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 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: 118,  Location: S 6 T 53 N R 13 W (Lat: 39.420031,  Lng: -92.414936),  Route carried "on" structure: ServiceState highway 63,  Year Built: 1998,  Status: Open,  Structure Length: 13.29m (43.60ft),  Average Daily Traffic: 3,064 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,830 (year 2041),  Design Load: HS 20,  Features Intersected: BNSF RR, COON CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.982,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 21.3m (69.9ft),  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: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very 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: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11837,  Location: S 7 T 53 N R 13 W (Lat: 39.408553,  Lng: -92.412519),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 215 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 269 (year 2041),  Design Load: HS 20,  Features Intersected: US 63,  Facility Carried by Structure: MCKINSEY ST E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.668,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  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 desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11891,  Location: S 19 T 53 N R 13 W (Lat: 39.366236,  Lng: -92.406233),  Route carried "on" structure: US 63,  Year Built: 1960,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 16,488 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 28,854 (year 2041),  Design Load: H 20,  Features Intersected: COON CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 144.078,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

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

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Structure Number: 11924,  Location: S 18 T 53 N R 13 W (Lat: 39.386936,  Lng: -92.413397),  Route carried "on" structure: US 63,  Year Built: 1960,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 15,713 (year 2021),  Truck Traffic: 25%,  Average Future Daily Traffic: 27,498 (year 2041),  Design Load: H 20,  Features Intersected: COON CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 141.631,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

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

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Structure Number: 11929,  Location: S 6 T 53 N R 13 W (Lat: 39.420447,  Lng: -92.411714),  Route carried "on" structure: US 63,  Year Built: 1991,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 7,655 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 13,396 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NS RR, COON CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 405.596,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.4m (73.5ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11948,  Location: S 6 T 53 N R 13 W (Lat: 39.420325,  Lng: -92.412056),  Route carried "on" structure: US 63,  Year Built: 2000,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 7,858 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 13,752 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NS RR, COON CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 137.882,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.4m (73.5ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 90.9 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: Meets minimum limits,  Underclear: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12131,  Location: S 35 T 48 N R 33 W (Lat: 38.941611,  Lng: -94.538286),  Route carried "on" structure: Ramp State highway ,  Year Built: 2001,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 2,442 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,297 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RP US71S TO IS470E,  Facility Carried by Structure: RP RTW TO IS435S S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.452,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 63.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: 17338,  Location: S 15 T 54 N R 13 W (Lat: 39.472928,  Lng: -92.357003),  Route carried "on" structure: County highway 149,  Year Built: 1993,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 50 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 55 (year 2041),  Design Load: HS 20,  Features Intersected: ELK FK,  Facility Carried by Structure: COUNTY RD 1500
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Very good,  Channel: Good,  Operating Rating: 88.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 17352,  Location: S 16 T 54 N R 13 W (Lat: 39.478819,  Lng: -92.371444),  Route carried "on" structure: County highway 150,  Year Built: 1994,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 50 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 55 (year 2041),  Design Load: HS 20,  Features Intersected: ELK FK OF SALT RVR,  Facility Carried by Structure: COUNTY RD 1470
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1787,  Location: S 22 T 53 N R 14 W (Lat: 39.376703,  Lng: -92.463583),  Route carried "on" structure: State highway A,  Year Built: 1967,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,710 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,138 (year 2041),  Design Load: H 20,  Features Intersected: SWEET SPRINGS CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.934,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

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

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Structure Number: 20365,  Location: S 9 T 53 N R 14 W (Lat: 39.394464,  Lng: -92.490611),  Route carried "on" structure: County highway 257,  Year Built: 1990,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 100 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 110 (year 2041),  Design Load: HS 20,  Features Intersected: SWEET SPR CR,  Facility Carried by Structure: COUNTY RD 2250
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 20579,  Location: S 22 T 53 N R 14 W (Lat: 39.370989,  Lng: -92.476311),  Route carried "on" structure: County highway 265,  Year Built: 1994,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 30 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 33 (year 2041),  Design Load: HS 20,  Features Intersected: SWEET SPR CR,  Facility Carried by Structure: COUNTY RD 2470
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 20751,  Location: S 18 T 53 N R 13 W (Lat: 39.385989,  Lng: -92.402972),  Route carried "on" structure: County highway 273,  Year Built: 1994,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 50 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 55 (year 2041),  Design Load: HS 20,  Features Intersected: BR OF COON CR,  Facility Carried by Structure: COUNTY RD 2705
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 20784,  Location: S 17 T 53 N R 13 W (Lat: 39.389522,  Lng: -92.393431),  Route carried "on" structure: County highway 275,  Year Built: 1991,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 50 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 55 (year 2041),  Features Intersected: COON CR,  Facility Carried by Structure: COUNTY RD 2715
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 20911,  Location: S 5 T 53 N R 13 W (Lat: 39.408383,  Lng: -92.376122),  Route carried "on" structure: County highway 279,  Year Built: 1996,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 75 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 83 (year 2041),  Design Load: HS 20,  Features Intersected: COON CR,  Facility Carried by Structure: COUNTY RD 2355
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.4m (37.4ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 61.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 21076,  Location: S 33 T 54 N R 13 W (Lat: 39.425978,  Lng: -92.372403),  Route carried "on" structure: County highway 288,  Year Built: 1990,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 30 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 33 (year 2041),  Design Load: HS 20,  Features Intersected: BR OF COON CR,  Facility Carried by Structure: COUNTY RD 2350
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 58.5 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: 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: December 2020

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Structure Number: 28698,  Location: S 15 T 53 N R 14 W (Lat: 39.386661,  Lng: -92.468036),  Route carried "on" structure: County highway 265,  Year Built: 1999,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 30 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 33 (year 2041),  Features Intersected: SWEET SPR CR,  Facility Carried by Structure: COUNTY RD 2285
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 77.4 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 30489,  Location: S 36 T 54 N R 14 W (Lat: 39.454644,  Lng: -92.431853),  Route carried "on" structure: Business State highway 63,  Year Built: 2004,  Status: Open,  Structure Length: 10.57m (34.68ft),  Average Daily Traffic: 3,264 (year 2021),  Truck Traffic: 21%,  Average Future Daily Traffic: 4,243 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: US 63
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.061,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.5m (146.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 83.7 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Internally Sealed

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Structure Number: 33532,  Location: S 8 T 53 N R 13 W (Lat: 39.393494,  Lng: -92.388703),  Route carried "on" structure: State highway M,  Year Built: 2011,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 1,310 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,637 (year 2041),  Design Load: HS 20,  Features Intersected: COON CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.943,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Good,  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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 34056,  Location: S 26 T 54 N R 14 W (Lat: 39.454803,  Lng: -92.449339),  Route carried "on" structure: County highway 162,  Year Built: 2011,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 75 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 83 (year 2041),  Features Intersected: SUGAR CR,  Facility Carried by Structure: COUNTY RD 1330
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.862,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 3719,  Location: S 25 T 54 N R 14 W (Lat: 39.440800,  Lng: -92.435525),  Route carried "on" structure: US 24,  Year Built: 1988,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 9,977 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,970 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 226.569,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.3m (66.6ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4428,  Location: S 20 T 54 N R 13 W (Lat: 39.452558,  Lng: -92.393594),  Route carried "on" structure: US 24,  Year Built: 1918,  Year Reconstructed: 1947,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 4,511 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 7,894 (year 2041),  Design Load: H 15,  Features Intersected: ELK FK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 230.450,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  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: 15.1m (49.5ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 5125,  Location: S 30 T 54 N R 13 W (Lat: 39.451558,  Lng: -92.400200),  Route carried "on" structure: US 24,  Year Built: 1928,  Year Reconstructed: 1947,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 4,511 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 7,894 (year 2041),  Design Load: H 15,  Features Intersected: ELK FK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 229.895,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 6851,  Location: S 4 T 53 N R 13 W (Lat: 39.418519,  Lng: -92.369761),  Route carried "on" structure: State highway EE,  Year Built: 1956,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 1,117 (year 2021),  Truck Traffic: 24%,  Average Future Daily Traffic: 1,396 (year 2041),  Design Load: H 10,  Features Intersected: COON CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.681,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Excellent,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7326,  Location: S 15 T 53 N R 14 W (Lat: 39.383356,  Lng: -92.468122),  Route carried "on" structure: State highway BB,  Year Built: 1960,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 826 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,033 (year 2041),  Design Load: H 15,  Features Intersected: SWEET SPRINGS CR B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.854,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Channel: Satisfactory,  Culverts: 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: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 7862,  Location: S 16 T 54 N R 14 W (Lat: 39.469619,  Lng: -92.486861),  Route carried "on" structure: State highway DD,  Year Built: 1962,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 211 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 264 (year 2041),  Design Load: H 15,  Features Intersected: SUGAR CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.235,  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: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 81.9 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,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 11764,  Location: S 31 T 54 N R 13 W (Lat: 39.431189,  Lng: -92.415658),  Route carried "under" structure: US 63,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 7,858 (year 2021),  Truck Traffic: 14%,  Features Intersected: US 63,  Facility Carried by Structure: SINNOCK AVE E
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 136.651,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.2m (148.3ft)

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Structure Number: 11764,  Location: S 31 T 54 N R 13 W (Lat: 39.431189,  Lng: -92.415658),  Route carried "under" structure: US 63,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 7,655 (year 2021),  Truck Traffic: 15%,  Features Intersected: US 63,  Facility Carried by Structure: SINNOCK AVE E
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 406.902,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.2m (148.3ft)

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Structure Number: 11764,  Location: S 31 T 54 N R 13 W (Lat: 39.431189,  Lng: -92.415658),  Route carried "under" structure: ServiceState highway 63,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 3,299 (year 2021),  Truck Traffic: 5%,  Features Intersected: OR 63,  Facility Carried by Structure: SINNOCK AVE E
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 1.685,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.2m (148.3ft)

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Structure Number: 11792,  Location: S 31 T 54 N R 13 W (Lat: 39.444258,  Lng: -92.424386),  Route carried "under" structure: US 24,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 14,058 (year 2021),  Truck Traffic: 8%,  Features Intersected: US 24,  Facility Carried by Structure: US 63 N
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 227.636,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 11793,  Location: S 25 T 54 N R 14 W (Lat: 39.444125,  Lng: -92.424672),  Route carried "under" structure: US 24,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 14,696 (year 2021),  Truck Traffic: 6%,  Features Intersected: US 24,  Facility Carried by Structure: US 63 S
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 227.607,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 11802,  Location: S 6 T 53 N R 13 W (Lat: 39.417044,  Lng: -92.412036),  Route carried "under" structure: US 63,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 7,858 (year 2021),  Truck Traffic: 14%,  Features Intersected: US 63,  Facility Carried by Structure: RT EE E
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 138.296,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.0m (154.2ft)

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Structure Number: 11802,  Location: S 6 T 53 N R 13 W (Lat: 39.417044,  Lng: -92.412036),  Route carried "under" structure: US 63,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 7,924 (year 2021),  Truck Traffic: 20%,  Features Intersected: US 63,  Facility Carried by Structure: RT EE E
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 405.267,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.0m (154.2ft)

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Structure Number: 11837,  Location: S 7 T 53 N R 13 W (Lat: 39.408553,  Lng: -92.412519),  Route carried "under" structure: US 63,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 7,384 (year 2021),  Truck Traffic: 25%,  Features Intersected: US 63,  Facility Carried by Structure: MCKINSEY ST E
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 139.234,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 11837,  Location: S 7 T 53 N R 13 W (Lat: 39.408553,  Lng: -92.412519),  Route carried "under" structure: US 63,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 7,924 (year 2021),  Truck Traffic: 20%,  Features Intersected: US 63,  Facility Carried by Structure: MCKINSEY ST E
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 404.318,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 30489,  Location: S 36 T 54 N R 14 W (Lat: 39.454644,  Lng: -92.431853),  Route carried "under" structure: US 63,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 5,563 (year 2021),  Truck Traffic: 15%,  Features Intersected: US 63
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 133.700,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: 30489,  Location: S 36 T 54 N R 14 W (Lat: 39.454644,  Lng: -92.431853),  Route carried "under" structure: US 63,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 5,514 (year 2021),  Truck Traffic: 15%,  Features Intersected: US 63
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 409.867,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.5m (146.0ft)