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

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Structure Number: 1493,  Location: S 18 T 50 N R 33 W (Lat: 39.155958,  Lng: -94.649517),  Route carried "on" structure: Interstate 635,  Year Built: 1976,  Year Reconstructed: 2012,  Status: Posted for load,  Structure Length: 49.19m (161.38ft),  Average Daily Traffic: 48,116 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 98,638 (year 2041),  Design Load: H 20,  Features Intersected: MISSOURI RVR, UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.454,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 15.5m (50.9ft), Horizontal Clearance: 121.9m (399.9ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 129.5m (424.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 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: 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,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Underwater Inspection Date: May 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1701,  Location: S 4 T 50 N R 33 W (Lat: 39.166775,  Lng: -94.613056),  Route carried "on" structure: State highway 9,  Year Built: 1969,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 7,137 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,631 (year 2041),  Design Load: H 20,  Features Intersected: US 69
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.710,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1715,  Location: S 4 T 50 N R 33 W (Lat: 39.168186,  Lng: -94.616881),  Route carried "on" structure: US 69,  Year Built: 1969,  Year Reconstructed: 1989,  Status: Posted for load,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 10,727 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 21,990 (year 2041),  Design Load: H 20,  Features Intersected: LINE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.150,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1716,  Location: S 4 T 50 N R 33 W (Lat: 39.168467,  Lng: -94.616939),  Route carried "on" structure: US 69,  Year Built: 1969,  Year Reconstructed: 1989,  Status: Posted for load,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 10,176 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 20,861 (year 2041),  Design Load: H 20,  Features Intersected: LINE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 193.415,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1717,  Location: S 4 T 50 N R 33 W (Lat: 39.167825,  Lng: -94.616811),  Route carried "on" structure: ServiceState highway 9,  Year Built: 1969,  Year Reconstructed: 2010,  Status: Posted for load,  Structure Length: 9.56m (31.36ft),  Average Daily Traffic: 4,315 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,767 (year 2041),  Design Load: HS 20,  Features Intersected: LINE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.486,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.6 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 1762,  Location: S 31 T 50 N R 33 W (Lat: 39.178003,  Lng: -94.649444),  Route carried "on" structure: State highway 9,  Year Built: 1968,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 13,944 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,494 (year 2041),  Design Load: H 20,  Features Intersected: BURLINGTON CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.721,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 87.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 21,  Location: S 5 T 50 N R 33 W (Lat: 39.168497,  Lng: -94.624789),  Route carried "on" structure: Interstate 635,  Year Built: 1969,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 24,872 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 50,988 (year 2041),  Design Load: H 20,  Features Intersected: OR 635, BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.109,  Lanes on structure: 5,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 2103,  Location: S 5 T 50 N R 33 W (Lat: 39.171736,  Lng: -94.623050),  Route carried "on" structure: US 69,  Year Built: 1972,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 4,794 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,109 (year 2041),  Design Load: HS 20,  Features Intersected: MO 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 194.100,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature 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: 2104,  Location: S 5 T 50 N R 33 W (Lat: 39.171775,  Lng: -94.623306),  Route carried "on" structure: Interstate 635,  Year Built: 1972,  Year Reconstructed: 2014,  Status: Posted for load,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 24,872 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 50,988 (year 2041),  Design Load: HS 20,  Features Intersected: MO 9, US 69
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.500,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature 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: 2107,  Location: S 5 T 50 N R 33 W (Lat: 39.173375,  Lng: -94.623344),  Route carried "on" structure: Interstate 635,  Year Built: 1972,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 26,897 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 55,139 (year 2041),  Design Load: HS 20,  Features Intersected: MO 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.266,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 2149,  Location: S 4 T 50 N R 33 W (Lat: 39.177881,  Lng: -94.622231),  Route carried "on" structure: Interstate 635,  Year Built: 1972,  Year Reconstructed: 1991,  Status: Posted for load,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 26,897 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 55,139 (year 2041),  Design Load: HS 20,  Features Intersected: CST HIGH DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.749,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 57.6 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 2227,  Location: S 4 T 50 N R 33 W (Lat: 39.177864,  Lng: -94.621942),  Route carried "on" structure: Interstate 635,  Year Built: 1972,  Year Reconstructed: 1991,  Status: Posted for load,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 26,631 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 54,594 (year 2041),  Design Load: HS 20,  Features Intersected: CST HIGH DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.210,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 22739,  Location: S 4 T 50 N R 33 W (Lat: 39.163494,  Lng: -94.617672),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 600 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,140 (year 2040),  Design Load: HS 20,  Features Intersected: LINE CR,  Facility Carried by Structure: ARGOSY CASINO PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2381,  Location: S 8 T 50 N R 33 W (Lat: 39.160558,  Lng: -94.632064),  Route carried "on" structure: Interstate 635,  Year Built: 1973,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 23,193 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 47,546 (year 2041),  Design Load: HS 20,  Features Intersected: DRAIN DTCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.938,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.6 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 243,  Location: S 6 T 41 N R 31 W (Lat: 38.395111,  Lng: -94.393528),  Route carried "on" structure: State highway 18,  Year Built: 1958,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 1,164 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,571 (year 2041),  Design Load: H 15,  Features Intersected: MILLSAP BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.651,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 64.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 243,  Location: S 8 T 50 N R 33 W (Lat: 39.160833,  Lng: -94.632042),  Route carried "on" structure: Interstate 635,  Year Built: 1973,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 24,927 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 51,100 (year 2041),  Design Load: HS 20,  Features Intersected: DRAIN DTCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.938,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.6 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Membrane: Built-up

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Structure Number: 2775,  Location: S 19 T 52 N R 33 W (Lat: 39.307356,  Lng: -94.648947),  Route carried "on" structure: Interstate 435,  Year Built: 1979,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 8,184 (year 2021),  Truck Traffic: 37%,  Average Future Daily Traffic: 16,777 (year 2041),  Design Load: HS 20,  Features Intersected: RT C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.547,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 83.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 33329,  Location: S 5 T 50 N R 33 W (Lat: 39.173244,  Lng: -94.640022),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 8.91m (29.23ft),  Average Daily Traffic: 600 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,140 (year 2040),  Features Intersected: BNSF RR,  Facility Carried by Structure: HORIZONS PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.230,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 47.2m (154.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.2m (82.7ft),  Out-to-Out Width: 29.7m (97.4ft)

Condition: Deck: Satisfactory,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 54.9 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 34742,  Location: S 4 T 50 N R 33 W (Lat: 39.173917,  Lng: -94.615111),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 950 (year 2040),  Design Load: HS 20,  Features Intersected: LINE CR,  Facility Carried by Structure: CLIFFVIEW DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Good,  Channel: Very good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 34743,  Location: S 4 T 50 N R 33 W (Lat: 39.173194,  Lng: -94.614250),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 950 (year 2040),  Design Load: HS 20,  Features Intersected: OXBOW,  Facility Carried by Structure: CLIFFVIEW DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 83.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.4 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: April 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: 34744,  Location: S 9 T 50 N R 33 W (Lat: 39.166944,  Lng: -94.619889),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 11.37m (37.30ft),  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 950 (year 2040),  Design Load: HS 20,  Features Intersected: BNSF RR,  Facility Carried by Structure: ARGOSY CASINO PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 63.1m (207.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 34801,  Location: S 33 T 51 N R 33 W (Lat: 39.183306,  Lng: -94.616917),  Route carried "on" structure: City street 372,  Year Built: 2003,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 50 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 95 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED CR,  Facility Carried by Structure: NW 50TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.9m (19.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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: April 2020

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Structure Number: 34804,  Location: S 8 T 50 N R 33 W (Lat: 39.165403,  Lng: -94.638089),  Route carried "on" structure: City street 372,  Year Built: 2013,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 190 (year 2040),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: TAYLOR MEMORIAL WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 34805,  Location: S 8 T 50 N R 33 W (Lat: 39.165067,  Lng: -94.638089),  Route carried "on" structure: City street 372,  Year Built: 2013,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 190 (year 2040),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: TAYLOR MEMORIAL EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 34807,  Location: S 6 T 50 N R 33 W (Lat: 39.170556,  Lng: -94.646694),  Route carried "on" structure: City street 372,  Year Built: 2012,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 190 (year 2040),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: MATTOX RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Very good,  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 desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 34828,  Location: S 8 T 50 N R 33 W (Lat: 39.162514,  Lng: -94.625531),  Route carried "on" structure: US 69,  Year Built: 2015,  Status: Open,  Structure Length: 1.48m (4.86ft),  Average Daily Traffic: 5,991 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 11,383 (year 2041),  Features Intersected: CST ARGOSY CASINO PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.756,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Excellent,  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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 35042,  Location: S 8 T 50 N R 33 W (Lat: 39.158453,  Lng: -94.624269),  Route carried "on" structure: US 69,  Year Built: 2016,  Status: Open,  Structure Length: 65.67m (215.45ft),  Average Daily Traffic: 12,026 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 22,849 (year 2041),  Features Intersected: MISSOURI RVR, UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 195.363,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Navigation Control: Yes ( Vertical Clearance: 17.4m (57.1ft), Horizontal Clearance: 124.8m (409.4ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 5,  Length of Maximum Span: 128.0m (419.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: May 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Membrane: Other,  Deck Protection: Other

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Structure Number: 35628,  Location: S 4 T 50 N R 33 W (Lat: 39.175278,  Lng: -94.613056),  Route carried "on" structure: City street 69,  Year Built: 1986,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 15,375 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 29,213 (year 2040),  Design Load: HS 20,  Features Intersected: LINE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $816,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $1,224,000 ( 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: 1701,  Location: S 4 T 50 N R 33 W (Lat: 39.166775,  Lng: -94.613056),  Route carried "under" structure: US 69,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 6,291 (year 2021),  Truck Traffic: 12%,  Features Intersected: US 69,  Facility Carried by Structure: MO 9 N
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 2.655,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 1702,  Location: S 4 T 50 N R 33 W (Lat: 39.166544,  Lng: -94.613075),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 7,991 (year 2021),  Truck Traffic: 10%,  Features Intersected: CST RIVERWAY BLVD,  Facility Carried by Structure: MO 9 S
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.517,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 21,  Location: S 5 T 50 N R 33 W (Lat: 39.168497,  Lng: -94.624789),  Route carried "under" structure: ServiceState highway 635,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 22 (year 2021),  Truck Traffic: 10%,  Features Intersected: OR 635
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.042,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 2101,  Location: S 5 T 50 N R 33 W (Lat: 39.168608,  Lng: -94.625606),  Route carried "under" structure: ServiceState highway 635,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 22 (year 2021),  Truck Traffic: 10%,  Features Intersected: OR 635
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.031,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 2102,  Location: S 5 T 50 N R 33 W (Lat: 39.171925,  Lng: -94.624292),  Route carried "under" structure: Interstate 635,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 26,425 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 635
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 2.467,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 34.3m (112.5ft)

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Structure Number: 2102,  Location: S 5 T 50 N R 33 W (Lat: 39.171925,  Lng: -94.624292),  Route carried "under" structure: State highway 9,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 15,771 (year 2021),  Truck Traffic: 6%,  Features Intersected: MO 9
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 12.973,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 34.3m (112.5ft)

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Structure Number: 2102,  Location: S 5 T 50 N R 33 W (Lat: 39.171925,  Lng: -94.624292),  Route carried "under" structure: US 69,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 4,794 (year 2021),  Truck Traffic: 6%,  Features Intersected: US 69,  Facility Carried by Structure: RP IS635N TO MO9N
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 194.227,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 34.3m (112.5ft)

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Structure Number: 2103,  Location: S 5 T 50 N R 33 W (Lat: 39.171736,  Lng: -94.623050),  Route carried "under" structure: State highway 9,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 15,771 (year 2021),  Truck Traffic: 6%,  Features Intersected: MO 9
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 13.126,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 2104,  Location: S 5 T 50 N R 33 W (Lat: 39.171775,  Lng: -94.623306),  Route carried "under" structure: State highway 9,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 15,771 (year 2021),  Truck Traffic: 6%,  Features Intersected: MO 9,  Facility Carried by Structure: IS 635 N
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 13.100,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 2104,  Location: S 5 T 50 N R 33 W (Lat: 39.171775,  Lng: -94.623306),  Route carried "under" structure: US 69,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 4,794 (year 2021),  Truck Traffic: 6%,  Features Intersected: US 69,  Facility Carried by Structure: IS 635 N
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 194.160,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 2105,  Location: S 5 T 50 N R 33 W (Lat: 39.172225,  Lng: -94.624056),  Route carried "under" structure: State highway 9,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 15,771 (year 2021),  Truck Traffic: 6%,  Features Intersected: MO 9,  Facility Carried by Structure: IS 635 S
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 13.021,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 2106,  Location: S 5 T 50 N R 33 W (Lat: 39.173125,  Lng: -94.622719),  Route carried "under" structure: State highway 9,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 13,742 (year 2021),  Truck Traffic: 3%,  Features Intersected: MO 9,  Facility Carried by Structure: IS 635 N
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 9.843,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 2107,  Location: S 5 T 50 N R 33 W (Lat: 39.173375,  Lng: -94.623344),  Route carried "under" structure: State highway 9,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 13,742 (year 2021),  Truck Traffic: 3%,  Features Intersected: MO 9,  Facility Carried by Structure: IS 635 S
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 9.904,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 2108,  Location: S 8 T 50 N R 33 W (Lat: 39.162847,  Lng: -94.626781),  Route carried "under" structure: Interstate 635,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 23,193 (year 2021),  Truck Traffic: 13%,  Features Intersected: IS 635,  Facility Carried by Structure: US 69 S
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 2.504,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 2227,  Location: S 4 T 50 N R 33 W (Lat: 39.177864,  Lng: -94.621942),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 1,750 (year 2021),  Truck Traffic: 5%,  Features Intersected: CST HIGH DR,  Facility Carried by Structure: IS 635 N
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 1.053,  Lanes on structure: 4,  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: 2775,  Location: S 19 T 52 N R 33 W (Lat: 39.307356,  Lng: -94.648947),  Route carried "under" structure: State highway C,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 771 (year 2021),  Truck Traffic: 5%,  Features Intersected: RT C,  Facility Carried by Structure: IS 435 S
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 0.080,  Lanes on structure: 3,  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: 2775,  Location: S 19 T 52 N R 33 W (Lat: 39.307356,  Lng: -94.648947),  Route carried "under" structure: State highway C,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 719 (year 2021),  Truck Traffic: 5%,  Features Intersected: RT C,  Facility Carried by Structure: IS 435 S
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 7.955,  Lanes on structure: 3,  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: 34828,  Location: S 8 T 50 N R 33 W (Lat: 39.162514,  Lng: -94.625531),  Route carried "under" structure: City street ,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 2,058 (year 2021),  Truck Traffic: 5%,  Features Intersected: CST ARGOSY CASINO PKWY,  Facility Carried by Structure: US 69 N
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 1.551,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 13.7m (44.9ft)