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

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Structure Number: 1069,  Location: S 4 T 59 N R 35 W (Lat: 39.871606,  Lng: -94.832711),  Route carried "on" structure: Interstate 29,  Year Built: 1965,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 18.65m (61.19ft),  Average Daily Traffic: 12,163 (year 2021),  Truck Traffic: 34%,  Average Future Daily Traffic: 25,542 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RT DD, ABANDONED RR, DIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 110.754,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 25 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 41.4m (135.8ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: 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,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 2018,  Other Special Inspection Date: September 2018,  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: 107,  Location: S 4 T 58 N R 35 W (Lat: 39.871667,  Lng: -94.832306),  Route carried "on" structure: Interstate 29,  Year Built: 1965,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 18.65m (61.19ft),  Average Daily Traffic: 8,379 (year 2021),  Truck Traffic: 36%,  Average Future Daily Traffic: 17,596 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RT DD, ABANDONED RR, DIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.242,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 25 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 41.4m (135.8ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  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: 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,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 2018,  Other Special Inspection Date: September 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 22539,  Location: S 4 T 58 N R 35 W (Lat: 39.864772,  Lng: -94.826633),  Route carried "on" structure: County highway 361,  Year Built: 1976,  Status: Posted for load,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 35 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 40 (year 2040),  Features Intersected: DILLON CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  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,  Number Of Approach Spans: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 22.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 12.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $148,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $222,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22754,  Location: S 5 T 58 N R 35 W (Lat: 39.864683,  Lng: -94.846294),  Route carried "on" structure: County highway 372,  Year Built: 1997,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 30 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 35 (year 2040),  Design Load: HS 20,  Features Intersected: CROWLEY CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.506,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Structural Evaluation: 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 2021

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Structure Number: 2696,  Location: S 5 T 58 N R 35 W (Lat: 39.871914,  Lng: -94.857142),  Route carried "on" structure: County highway 372,  Year Built: 1985,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 60 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 78 (year 2041),  Design Load: H 15,  Features Intersected: IS 229
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.898,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.6m (113.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 31.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  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: 30109,  Location: S 8 T 58 N R 35 W (Lat: 39.862628,  Lng: -94.843722),  Route carried "on" structure: County highway 374,  Year Built: 2004,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 35 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 40 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DILLON CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 87.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 33064,  Location: S 4 T 58 N R 35 W (Lat: 39.867853,  Lng: -94.834156),  Route carried "on" structure: State highway DD,  Year Built: 2010,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 625 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 813 (year 2041),  Design Load: HS 20,  Features Intersected: DILLON CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.422,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3555,  Location: S 12 T 58 N R 34 W (Lat: 39.858306,  Lng: -94.768758),  Route carried "on" structure: US 169,  Year Built: 1985,  Status: Open,  Structure Length: 15.33m (50.30ft),  Average Daily Traffic: 5,946 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,027 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: 102 RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 104.979,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 63.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4796,  Location: S 14 T 58 N R 35 W (Lat: 39.841564,  Lng: -94.792639),  Route carried "on" structure: US 169,  Year Built: 1924,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 5,946 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,027 (year 2041),  Design Load: H 15,  Features Intersected: FK OF 102 RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 108.142,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 10.3m (33.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 90.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 7059,  Location: S 7 T 58 N R 34 W (Lat: 39.859997,  Lng: -94.757319),  Route carried "on" structure: State highway W,  Year Built: 1958,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 867 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,127 (year 2041),  Design Load: H 10,  Features Intersected: LONG BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.336,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.1m (49.5ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  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: 794,  Location: S 10 T 58 N R 35 W (Lat: 39.858136,  Lng: -94.810764),  Route carried "on" structure: Business State highway 29,  Year Built: 1962,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 5,123 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,758 (year 2041),  Design Load: H 20,  Features Intersected: IS 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.111,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 795,  Location: S 10 T 58 N R 35 W (Lat: 39.858000,  Lng: -94.810494),  Route carried "on" structure: US 59,  Year Built: 1962,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 4,716 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,904 (year 2041),  Design Load: H 20,  Features Intersected: IS 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.396,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 943,  Location: S 8 T 58 N R 35 W (Lat: 39.858228,  Lng: -94.859117),  Route carried "on" structure: Interstate 229,  Year Built: 1985,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 2,692 (year 2021),  Truck Traffic: 28%,  Average Future Daily Traffic: 5,653 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: DILLON CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.346,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  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: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 945,  Location: S 8 T 58 N R 35 W (Lat: 39.852847,  Lng: -94.861136),  Route carried "on" structure: Interstate 229,  Year Built: 1985,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 2,692 (year 2021),  Truck Traffic: 28%,  Average Future Daily Traffic: 5,653 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CRD 375, GORE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.901,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.9m (62.0ft),  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: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 63.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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: 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: 946,  Location: S 8 T 58 N R 35 W (Lat: 39.852850,  Lng: -94.860781),  Route carried "on" structure: Interstate 229,  Year Built: 1985,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 1,792 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 3,763 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CRD 375, GORE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.300,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.9m (62.0ft),  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: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 63.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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: 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: 1069,  Location: S 4 T 59 N R 35 W (Lat: 39.871606,  Lng: -94.832711),  Route carried "under" structure: State highway DD,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 625 (year 2021),  Truck Traffic: 7%,  Features Intersected: RT DD,  Facility Carried by Structure: IS 29 S
Minimum Vertical Clearance: 9.22m (30.25ft),  Kilometerpoint: 7.351,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.4m (135.8ft)

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Structure Number: 107,  Location: S 4 T 58 N R 35 W (Lat: 39.871667,  Lng: -94.832306),  Route carried "under" structure: State highway DD,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 625 (year 2021),  Truck Traffic: 7%,  Features Intersected: RT DD,  Facility Carried by Structure: IS 29 N
Minimum Vertical Clearance: 8.36m (27.43ft),  Kilometerpoint: 7.314,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.4m (135.8ft)

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Structure Number: 2696,  Location: S 5 T 58 N R 35 W (Lat: 39.871914,  Lng: -94.857142),  Route carried "under" structure: Interstate 229,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 1,792 (year 2021),  Truck Traffic: 22%,  Features Intersected: IS 229,  Facility Carried by Structure: 372 E
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 22.455,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.6m (113.5ft)

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Structure Number: 2696,  Location: S 5 T 58 N R 35 W (Lat: 39.871914,  Lng: -94.857142),  Route carried "under" structure: Interstate 229,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 2,692 (year 2021),  Truck Traffic: 28%,  Features Intersected: IS 229,  Facility Carried by Structure: 372 E
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 1.833,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.6m (113.5ft)

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Structure Number: 794,  Location: S 10 T 58 N R 35 W (Lat: 39.858136,  Lng: -94.810764),  Route carried "under" structure: Interstate 29,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 12,163 (year 2021),  Truck Traffic: 34%,  Features Intersected: IS 29
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 113.253,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 794,  Location: S 10 T 58 N R 35 W (Lat: 39.858136,  Lng: -94.810764),  Route carried "under" structure: Interstate 29,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 12,062 (year 2021),  Truck Traffic: 38%,  Features Intersected: IS 29
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 93.968,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 795,  Location: S 10 T 58 N R 35 W (Lat: 39.858000,  Lng: -94.810494),  Route carried "under" structure: Interstate 29,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 12,062 (year 2021),  Truck Traffic: 38%,  Features Intersected: IS 29,  Facility Carried by Structure: US 59 N
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 93.938,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 795,  Location: S 10 T 58 N R 35 W (Lat: 39.858000,  Lng: -94.810494),  Route carried "under" structure: Interstate 29,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 13,060 (year 2021),  Truck Traffic: 30%,  Features Intersected: IS 29,  Facility Carried by Structure: US 59 N
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 113.279,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 945,  Location: S 8 T 58 N R 35 W (Lat: 39.852847,  Lng: -94.861136),  Route carried "under" structure: County highway 375,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 56 (year 2021),  Truck Traffic: 11%,  Features Intersected: CRD 375,  Facility Carried by Structure: IS 229 S
Minimum Vertical Clearance: 7.65m (25.10ft),  Kilometerpoint: 2.160,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 946,  Location: S 8 T 58 N R 35 W (Lat: 39.852850,  Lng: -94.860781),  Route carried "under" structure: County highway 375,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 56 (year 2021),  Truck Traffic: 11%,  Features Intersected: CRD 375,  Facility Carried by Structure: IS 229 N
Minimum Vertical Clearance: 7.60m (24.93ft),  Kilometerpoint: 2.184,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)