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

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Structure Number: 1062,  Location: S 15 T 59 N R 36 W (Lat: 39.936831,  Lng: -94.932131),  Route carried "on" structure: Interstate 29,  Year Built: 1966,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 14,981 (year 2021),  Truck Traffic: 34%,  Average Future Daily Traffic: 31,460 (year 2041),  Design Load: HS 20,  Features Intersected: CRD 404, MILL CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 99.588,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1063,  Location: S 15 T 59 N R 36 W (Lat: 39.937050,  Lng: -94.931931),  Route carried "on" structure: Interstate 29,  Year Built: 1966,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 9,004 (year 2021),  Truck Traffic: 36%,  Average Future Daily Traffic: 18,908 (year 2041),  Design Load: HS 20,  Features Intersected: CRD 404, MILL CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 107.509,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1065,  Location: S 25 T 59 N R 35 W (Lat: 39.903667,  Lng: -94.884867),  Route carried "on" structure: Interstate 29,  Year Built: 1965,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 12,862 (year 2021),  Truck Traffic: 34%,  Average Future Daily Traffic: 27,010 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RT T
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 105.086,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1066,  Location: S 25 T 59 N R 35 W (Lat: 39.903839,  Lng: -94.884683),  Route carried "on" structure: Interstate 29,  Year Built: 1965,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 8,626 (year 2021),  Truck Traffic: 36%,  Average Future Daily Traffic: 18,115 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RT T
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 102.054,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 23266,  Location: S 27 T 59 N R 36 W (Lat: 39.899800,  Lng: -94.922953),  Route carried "on" structure: County highway 399,  Year Built: 1925,  Status: Posted for load,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 30 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 35 (year 2040),  Features Intersected: MILL CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 20.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2021,  Bridge Improvement Cost: $218,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $326,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 23483,  Location: S 15 T 59 N R 36 W (Lat: 39.935658,  Lng: -94.932136),  Route carried "on" structure: County highway 410,  Year Built: 1970,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 10 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 12 (year 2040),  Features Intersected: MILL CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 0.15m (0.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $85,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $128,000 ( Estimate for 2022)

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Structure Number: 23496,  Location: S 27 T 59 N R 36 W (Lat: 39.907744,  Lng: -94.928089),  Route carried "on" structure: County highway 410,  Year Built: 1920,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 25 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 29 (year 2040),  Features Intersected: MILL CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.380,  Lanes on structure: 1,  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: 12.5m (41.0ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.28m (0.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $139,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $208,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 23589,  Location: S 24 T 59 N R 36 W (Lat: 39.915678,  Lng: -94.881544),  Route carried "on" structure: County highway 417,  Year Built: 1989,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 30 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 35 (year 2040),  Design Load: HS 20,  Features Intersected: MACE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 23643,  Location: S 10 T 59 N R 36 W (Lat: 39.939553,  Lng: -94.929353),  Route carried "on" structure: County highway 422,  Year Built: 1996,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 35 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 40 (year 2040),  Features Intersected: MILL CR
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: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Poor,  Culverts: Poor,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.14m (0.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $85,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $128,000 ( Estimate for 2022)

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Structure Number: 23646,  Location: S 10 T 59 N R 36 W (Lat: 39.939372,  Lng: -94.923958),  Route carried "on" structure: County highway 422,  Year Built: 1998,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 115 (year 2040),  Design Load: HS 20,  Features Intersected: MILL CR
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),  Skew: 2 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: Fair,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 2724,  Location: S 29 T 59 N R 35 W (Lat: 39.899028,  Lng: -94.857206),  Route carried "on" structure: County highway 369,  Year Built: 1985,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 60 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 78 (year 2041),  Design Load: H 20,  Features Intersected: US 59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.259,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.7m (113.8ft),  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: Good,  Substructure: Very good,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present desirable 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: Internally Sealed

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Structure Number: 29516,  Location: S 7 T 58 N R 35 W (Lat: 39.860011,  Lng: -94.880047),  Route carried "on" structure: State highway K,  Year Built: 2003,  Status: Open,  Structure Length: 4.83m (15.85ft),  Average Daily Traffic: 1,660 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,158 (year 2041),  Design Load: HS 20,  Features Intersected: DILLION CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.401,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  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: 29518,  Location: S 36 T 59 N R 36 W (Lat: 39.885653,  Lng: -94.891375),  Route carried "on" structure: State highway K,  Year Built: 2003,  Status: Open,  Structure Length: 9.83m (32.25ft),  Average Daily Traffic: 1,660 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,158 (year 2041),  Design Load: HS 20,  Features Intersected: CAPLES CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.197,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  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: 30529,  Location: S 7 T 58 N R 35 W (Lat: 39.858811,  Lng: -94.867708),  Route carried "on" structure: County highway 375,  Year Built: 2004,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 50 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 58 (year 2040),  Design Load: HS 20,  Features Intersected: DILLON CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3053,  Location: S 24 T 59 N R 36 W (Lat: 39.921406,  Lng: -94.889136),  Route carried "on" structure: County highway 418,  Year Built: 2004,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 30 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 35 (year 2040),  Design Load: HS 20,  Features Intersected: CAPLES CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 34167,  Location: S 12 T 58 N R 36 W (Lat: 39.860117,  Lng: -94.881264),  Route carried "on" structure: County highway 392,  Year Built: 2012,  Status: Open,  Structure Length: 3.70m (12.14ft),  Average Daily Traffic: 40 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 46 (year 2040),  Features Intersected: MACE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee 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: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3539,  Location: S 30 T 59 N R 36 W (Lat: 39.906444,  Lng: -94.880078),  Route carried "on" structure: State highway T,  Year Built: 1987,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 833 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,083 (year 2041),  Design Load: HS 20,  Features Intersected: MACE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.906,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 84.6 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: 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: 36226,  Location: S 25 T 59 N R 36 W (Lat: 39.901819,  Lng: -94.881419),  Route carried "on" structure: Interstate 29,  Year Built: 2020,  Status: Open,  Structure Length: 11.84m (38.85ft),  Average Daily Traffic: 8,626 (year 2021),  Truck Traffic: 36%,  Average Future Daily Traffic: 18,115 (year 2041),  Features Intersected: HOPKINS & MACE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 101.653,  Lanes on 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: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 81.9 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: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 36228,  Location: S 25 T 59 N R 36 W (Lat: 39.901722,  Lng: -94.881753),  Route carried "on" structure: Interstate 29,  Year Built: 2020,  Status: Open,  Structure Length: 11.05m (36.25ft),  Average Daily Traffic: 12,862 (year 2021),  Truck Traffic: 34%,  Average Future Daily Traffic: 27,010 (year 2041),  Features Intersected: HOPKINS & MACE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 105.390,  Lanes on 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: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 82.8 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: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 7977,  Location: S 27 T 59 N R 36 W (Lat: 39.899706,  Lng: -94.927081),  Route carried "on" structure: State highway T,  Year Built: 1956,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 674 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 876 (year 2041),  Design Load: H 10,  Features Intersected: MILL CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.697,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.5 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 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: 8369,  Location: S 31 T 59 N R 35 W (Lat: 39.893231,  Lng: -94.867594),  Route carried "on" structure: County highway 369,  Year Built: 1965,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 60 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 78 (year 2041),  Design Load: H 15,  Features Intersected: IS 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.031,  Lanes on structure: 2,  Lanes under structure: 4,  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: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 989,  Location: S 32 T 59 N R 35 W (Lat: 39.887292,  Lng: -94.857875),  Route carried "on" structure: Interstate 29,  Year Built: 1965,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 8,626 (year 2021),  Truck Traffic: 36%,  Average Future Daily Traffic: 18,115 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RP IS29N TO IS229S, US 5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 99.102,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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 2020,  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: 99,  Location: S 32 T 59 N R 35 W (Lat: 39.886181,  Lng: -94.856069),  Route carried "on" structure: Interstate 29,  Year Built: 1965,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 11.43m (37.50ft),  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: RP IS229N TO US59N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 98.853,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: Wearing Surface: Low Slump Concrete,  Membrane: Built-up

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Structure Number: 991,  Location: S 32 T 59 N R 35 W (Lat: 39.886211,  Lng: -94.858419),  Route carried "on" structure: Interstate 29,  Year Built: 1965,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 6.37m (20.90ft),  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: RP IS29N TO IS229S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 108.052,  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: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  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: Low Slump Concrete,  Membrane: Built-up

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Structure Number: 1062,  Location: S 15 T 59 N R 36 W (Lat: 39.936831,  Lng: -94.932131),  Route carried "under" structure: County highway 404,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 56 (year 2021),  Truck Traffic: 11%,  Features Intersected: CRD 404,  Facility Carried by Structure: IS 29 S
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 5.800,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 1063,  Location: S 15 T 59 N R 36 W (Lat: 39.937050,  Lng: -94.931931),  Route carried "under" structure: County highway 404,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 56 (year 2021),  Truck Traffic: 11%,  Features Intersected: CRD 404,  Facility Carried by Structure: IS 29 N
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 5.831,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 1064,  Location: S 23 T 59 N R 36 W (Lat: 39.916014,  Lng: -94.904556),  Route carried "under" structure: Interstate 29,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 14,981 (year 2021),  Truck Traffic: 34%,  Features Intersected: IS 29,  Facility Carried by Structure: RT K S
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 102.937,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 1064,  Location: S 23 T 59 N R 36 W (Lat: 39.916014,  Lng: -94.904556),  Route carried "under" structure: Interstate 29,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 8,626 (year 2021),  Truck Traffic: 36%,  Features Intersected: IS 29,  Facility Carried by Structure: RT K S
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 104.253,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 1065,  Location: S 25 T 59 N R 35 W (Lat: 39.903667,  Lng: -94.884867),  Route carried "under" structure: State highway T,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 833 (year 2021),  Truck Traffic: 13%,  Features Intersected: RT T,  Facility Carried by Structure: IS 29 S
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 9.399,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 1066,  Location: S 25 T 59 N R 35 W (Lat: 39.903839,  Lng: -94.884683),  Route carried "under" structure: State highway T,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 833 (year 2021),  Truck Traffic: 13%,  Features Intersected: RT T,  Facility Carried by Structure: IS 29 N
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 9.423,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 2724,  Location: S 29 T 59 N R 35 W (Lat: 39.899028,  Lng: -94.857206),  Route carried "under" structure: US 59,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 4,239 (year 2021),  Truck Traffic: 24%,  Features Intersected: US 59,  Facility Carried by Structure: 369 E
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 117.300,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 2724,  Location: S 29 T 59 N R 35 W (Lat: 39.899028,  Lng: -94.857206),  Route carried "under" structure: US 59,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 4,038 (year 2021),  Truck Traffic: 30%,  Features Intersected: US 59,  Facility Carried by Structure: 369 E
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 54.974,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 8369,  Location: S 31 T 59 N R 35 W (Lat: 39.893231,  Lng: -94.867594),  Route carried "under" structure: Interstate 29,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 12,862 (year 2021),  Truck Traffic: 34%,  Features Intersected: IS 29,  Facility Carried by Structure: 369 E
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 106.972,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 8369,  Location: S 31 T 59 N R 35 W (Lat: 39.893231,  Lng: -94.867594),  Route carried "under" structure: Interstate 29,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 8,626 (year 2021),  Truck Traffic: 36%,  Features Intersected: IS 29,  Facility Carried by Structure: 369 E
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 100.188,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 989,  Location: S 32 T 59 N R 35 W (Lat: 39.887292,  Lng: -94.857875),  Route carried "under" structure: Ramp State highway ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 65 (year 2021),  Truck Traffic: 26%,  Features Intersected: RP IS29N TO IS229S,  Facility Carried by Structure: IS 29 N
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.546,  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: 989,  Location: S 32 T 59 N R 35 W (Lat: 39.887292,  Lng: -94.857875),  Route carried "under" structure: US 59,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 2,748 (year 2021),  Truck Traffic: 24%,  Features Intersected: US 59,  Facility Carried by Structure: IS 29 N
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 118.602,  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: 99,  Location: S 32 T 59 N R 35 W (Lat: 39.886181,  Lng: -94.856069),  Route carried "under" structure: Ramp State highway ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 1,803 (year 2021),  Truck Traffic: 26%,  Features Intersected: RP IS229N TO US59N,  Facility Carried by Structure: IS 29 N
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.307,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 991,  Location: S 32 T 59 N R 35 W (Lat: 39.886211,  Lng: -94.858419),  Route carried "under" structure: Ramp State highway ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 65 (year 2021),  Truck Traffic: 26%,  Features Intersected: RP IS29N TO IS229S,  Facility Carried by Structure: IS 29 S
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 0.684,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 992,  Location: S 32 T 59 N R 35 W (Lat: 39.884272,  Lng: -94.856150),  Route carried "under" structure: Interstate 229,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 953 (year 2021),  Truck Traffic: 49%,  Features Intersected: IS 229,  Facility Carried by Structure: IS 29 S
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 23.844,  Lanes on structure: 2,  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: 992,  Location: S 32 T 59 N R 35 W (Lat: 39.884272,  Lng: -94.856150),  Route carried "under" structure: Ramp State highway ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 1,803 (year 2021),  Truck Traffic: 26%,  Features Intersected: RP IS229N TO US59N,  Facility Carried by Structure: IS 29 S
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.090,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 21.3m (69.9ft)