Bridge Statistics for St. Robert, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 11937,  Location: S 36 T 37 N R 11 W (Lat: 37.892211,  Lng: -92.081364),  Route carried "on" structure: State highway 28,  Year Built: 2001,  Status: Open,  Structure Length: 23.32m (76.51ft),  Average Daily Traffic: 5,321 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,514 (year 2041),  Design Load: HS 20,  Features Intersected: GASCONADE RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.027,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 5,  Length of Maximum Span: 37.1m (121.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 80.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Internally Sealed

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Structure Number: 15735,  Location: S 28 T 37 N R 11 W (Lat: 37.908844,  Lng: -92.132267),  Route carried "on" structure: County highway 98,  Year Built: 1987,  Status: Open,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 130 (year 2040),  Design Load: H 15,  Features Intersected: GASCONADE RVR,  Facility Carried by Structure: HOLTZMAN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Channel: Fair,  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,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2022,  Underwater Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 16497,  Location: S 25 T 36 N R 11 W (Lat: 37.821039,  Lng: -92.089278),  Route carried "on" structure: County highway 122,  Year Built: 1992,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 50 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 65 (year 2040),  Features Intersected: STREAM,  Facility Carried by Structure: TULSA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.897,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 16527,  Location: S 35 T 36 N R 11 W (Lat: 37.806944,  Lng: -92.110028),  Route carried "on" structure: County highway 123,  Year Built: 1996,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 20 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 26 (year 2040),  Features Intersected: UNKNOWN BR,  Facility Carried by Structure: TEXAS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Satisfactory,  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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 18976,  Location: S 18 T 36 N R 10 W (Lat: 37.848331,  Lng: -92.062367),  Route carried "on" structure: County highway 206,  Year Built: 1923,  Year Reconstructed: 2014,  Status: Posted for load,  Structure Length: 17.95m (58.89ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 130 (year 2040),  Features Intersected: BIG PINEY RVR,  Facility Carried by Structure: TEAR DROP RD
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 5,  Length of Maximum Span: 49.1m (161.1ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum 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),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2022,  Critical Feature Inspection Date: July 2020,  Underwater Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 575,  Location: S 29 T 36 N R 11 W (Lat: 37.824617,  Lng: -92.167419),  Route carried "on" structure: Business State highway 44,  Year Built: 1961,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 13.08m (42.91ft),  Average Daily Traffic: 7,667 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,267 (year 2041),  Design Load: H 20,  Features Intersected: IS 44
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.933,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.39m (4.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,079,000,  Roadway Improvement Cost: $108,000,  Total Project Cost: $1,618,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Built-up,  Deck Protection: Internally Sealed

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Structure Number: 576,  Location: S 29 T 36 N R 11 W (Lat: 37.824744,  Lng: -92.167097),  Route carried "on" structure: Business State highway 44,  Year Built: 1961,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 13.08m (42.91ft),  Average Daily Traffic: 6,002 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,603 (year 2041),  Design Load: H 20,  Features Intersected: IS 44
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.519,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.39m (4.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,079,000,  Roadway Improvement Cost: $108,000,  Total Project Cost: $1,618,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Built-up,  Deck Protection: Internally Sealed

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Structure Number: 577,  Location: S 28 T 36 N R 11 W (Lat: 37.823617,  Lng: -92.143356),  Route carried "on" structure: State highway Y,  Year Built: 1961,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 8,108 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 12,973 (year 2041),  Design Load: H 20,  Features Intersected: IS 44
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 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: 11.9m (39.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Internally Sealed

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Structure Number: 578,  Location: S 28 T 36 N R 11 W (Lat: 37.823406,  Lng: -92.143611),  Route carried "on" structure: State highway Y,  Year Built: 1961,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 7,544 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,070 (year 2041),  Design Load: H 20,  Features Intersected: IS 44
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.664,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 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: 11.9m (39.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Built-up,  Deck Protection: Internally Sealed

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Structure Number: 579,  Location: S 23 T 36 N R 11 W (Lat: 37.834583,  Lng: -92.099067),  Route carried "on" structure: State highway 28,  Year Built: 1961,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 5,321 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,514 (year 2041),  Design Load: H 15,  Features Intersected: IS 44
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.092,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 56.7 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,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.72m (2.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $616,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $924,000 ( Estimate for 2022),  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: 6047,  Location: S 18 T 36 N R 10 W (Lat: 37.849750,  Lng: -92.071506),  Route carried "on" structure: State highway Z,  Year Built: 1942,  Status: Open,  Structure Length: 19.45m (63.81ft),  Average Daily Traffic: 225 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 338 (year 2041),  Design Load: H 20,  Features Intersected: BIG PINEY RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.644,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 5,  Length of Maximum Span: 50.3m (165.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6054,  Location: S 8 T 36 N R 10 W (Lat: 37.856564,  Lng: -92.046475),  Route carried "on" structure: State highway Z,  Year Built: 1944,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 225 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 338 (year 2041),  Design Load: H 20,  Features Intersected: HOOKER BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.752,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 2631,  Location: S 7 T 36 N R 10 W (Lat: 37.861828,  Lng: -92.061600),  Route carried "under" structure: County highway ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 166 (year 2021),  Truck Traffic: 10%,  Features Intersected: CRD TROPHY LN,  Facility Carried by Structure: IS 44 E
Minimum Vertical Clearance: 8.23m (27.00ft),  Kilometerpoint: 1.899,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.6m (93.8ft)

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Structure Number: 2632,  Location: S 7 T 36 N R 10 W (Lat: 37.862061,  Lng: -92.061717),  Route carried "under" structure: County highway ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 166 (year 2021),  Truck Traffic: 10%,  Features Intersected: CRD TROPHY LN,  Facility Carried by Structure: IS 44 W
Minimum Vertical Clearance: 8.23m (27.00ft),  Kilometerpoint: 1.872,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.6m (93.8ft)

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Structure Number: 575,  Location: S 29 T 36 N R 11 W (Lat: 37.824617,  Lng: -92.167419),  Route carried "under" structure: Interstate 44,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 17,715 (year 2021),  Truck Traffic: 30%,  Features Intersected: IS 44
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 257.227,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 575,  Location: S 29 T 36 N R 11 W (Lat: 37.824617,  Lng: -92.167419),  Route carried "under" structure: Interstate 44,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 16,238 (year 2021),  Truck Traffic: 30%,  Features Intersected: IS 44
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 214.713,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 576,  Location: S 29 T 36 N R 11 W (Lat: 37.824744,  Lng: -92.167097),  Route carried "under" structure: Interstate 44,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 18,745 (year 2021),  Truck Traffic: 30%,  Features Intersected: IS 44
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 257.278,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 576,  Location: S 29 T 36 N R 11 W (Lat: 37.824744,  Lng: -92.167097),  Route carried "under" structure: Interstate 44,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 21,306 (year 2021),  Truck Traffic: 30%,  Features Intersected: IS 44
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 214.666,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 577,  Location: S 28 T 36 N R 11 W (Lat: 37.823617,  Lng: -92.143356),  Route carried "under" structure: Interstate 44,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 18,745 (year 2021),  Truck Traffic: 30%,  Features Intersected: IS 44,  Facility Carried by Structure: RT Y N
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 259.395,  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: 577,  Location: S 28 T 36 N R 11 W (Lat: 37.823617,  Lng: -92.143356),  Route carried "under" structure: Interstate 44,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 20,709 (year 2021),  Truck Traffic: 29%,  Features Intersected: IS 44,  Facility Carried by Structure: RT Y N
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 212.534,  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: 578,  Location: S 28 T 36 N R 11 W (Lat: 37.823406,  Lng: -92.143611),  Route carried "under" structure: Interstate 44,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 21,306 (year 2021),  Truck Traffic: 30%,  Features Intersected: IS 44,  Facility Carried by Structure: RT Y S
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 212.563,  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: 578,  Location: S 28 T 36 N R 11 W (Lat: 37.823406,  Lng: -92.143611),  Route carried "under" structure: Interstate 44,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 18,745 (year 2021),  Truck Traffic: 30%,  Features Intersected: IS 44,  Facility Carried by Structure: RT Y S
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 259.364,  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: 579,  Location: S 23 T 36 N R 11 W (Lat: 37.834583,  Lng: -92.099067),  Route carried "under" structure: Interstate 44,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 20,709 (year 2021),  Truck Traffic: 29%,  Features Intersected: IS 44,  Facility Carried by Structure: MO 28 E
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 263.671,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 579,  Location: S 23 T 36 N R 11 W (Lat: 37.834583,  Lng: -92.099067),  Route carried "under" structure: Interstate 44,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 14,136 (year 2021),  Truck Traffic: 29%,  Features Intersected: IS 44,  Facility Carried by Structure: MO 28 E
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 208.267,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 17.1m (56.1ft)