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

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Structure Number: 11815,  Location: S 2135 T 33 N R 7 E (Lat: 37.521903,  Lng: -90.316400),  Route carried "on" structure: State highway E,  Year Built: 1999,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,125 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,575 (year 2041),  Design Load: HS 20,  Features Intersected: MILL CR TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.079,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Very good,  Inventory Rating: 93.6 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: November 2020

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Structure Number: 1188,  Location: S 350 T 33 N R 7 E (Lat: 37.521722,  Lng: -90.313681),  Route carried "on" structure: US 67,  Year Built: 1999,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 5,330 (year 2021),  Truck Traffic: 26%,  Average Future Daily Traffic: 9,328 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: RT E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 187.812,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 64.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  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: Internally Sealed

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Structure Number: 11939,  Location: S 836 T 33 N R 6 E (Lat: 37.546406,  Lng: -90.323786),  Route carried "on" structure: US 67,  Year Built: 1999,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 5,194 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,090 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: LIT ST FRANCOIS RV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 133.116,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.4m (96.5ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 93.6 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 11941,  Location: S 836 T 33 N R 6 E (Lat: 37.546406,  Lng: -90.324086),  Route carried "on" structure: US 67,  Year Built: 1999,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 5,330 (year 2021),  Truck Traffic: 26%,  Average Future Daily Traffic: 9,328 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: LIT ST FRANCOIS RV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 184.899,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Inventory Rating: 41.4 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: October 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: 12076,  Location: S 836 T 33 N R 6 E (Lat: 37.539708,  Lng: -90.321153),  Route carried "on" structure: County highway 500,  Year Built: 1999,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 50 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 70 (year 2041),  Design Load: HS 20,  Features Intersected: US 67
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.666,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 12097,  Location: S 350 T 33 N R 7 E (Lat: 37.521706,  Lng: -90.313344),  Route carried "on" structure: US 67,  Year Built: 1999,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 3,651 (year 2021),  Truck Traffic: 23%,  Average Future Daily Traffic: 6,389 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: RT E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 130.241,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  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: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 64.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior 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: Internally Sealed

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Structure Number: 13092,  Location: S 14 T 33 N R 7 E (Lat: 37.559261,  Lng: -90.259800),  Route carried "on" structure: County highway 29,  Year Built: 1997,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 100 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 130 (year 2039),  Design Load: HS 20,  Features Intersected: SALINE CR,  Facility Carried by Structure: COUNTY RD #208
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 59.4 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13619,  Location: S 25 T 33 N R 6 E (Lat: 37.526667,  Lng: -90.313333),  Route carried "on" structure: County highway 43,  Year Built: 1981,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 35 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 46 (year 2039),  Features Intersected: MILL CR,  Facility Carried by Structure: COUNTY RD #501
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.541,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Channel: Fair,  Culverts: 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: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 13807,  Location: S 15 T 33 N R 6 E (Lat: 37.540767,  Lng: -90.360411),  Route carried "on" structure: County highway 48,  Year Built: 1928,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 45 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 59 (year 2039),  Features Intersected: BR LIT ST FRANCIS,  Facility Carried by Structure: COUNTY RD #505
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 5.3m (17.4ft)

Condition: Channel: Serious,  Culverts: Serious,  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: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.16m (0.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $188,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 13837,  Location: S 23 T 33 N R 6 E (Lat: 37.529978,  Lng: -90.355269),  Route carried "on" structure: County highway 49,  Year Built: 1933,  Year Reconstructed: 1980,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 30 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 39 (year 2039),  Features Intersected: BR LIT ST FRANCIS,  Facility Carried by Structure: COUNTY RD #503
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.8m (12.5ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 19.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 11.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 0.14m (0.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $102,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $153,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 13901,  Location: S 11 T 33 N R 6 E (Lat: 37.555278,  Lng: -90.357194),  Route carried "on" structure: County highway 51,  Year Built: 1920,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 65 (year 2039),  Features Intersected: LIT ST FRANCIS RVR,  Facility Carried by Structure: THOMPSON'S FORD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Channel: Satisfactory,  Culverts: 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: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16154,  Location: S 11 T 33 N R 6 E (Lat: 37.564439,  Lng: -90.347072),  Route carried "on" structure: County highway 112,  Year Built: 1922,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 35 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 46 (year 2039),  Features Intersected: BR LIT ST FRANCIS,  Facility Carried by Structure: COUNTY RD #504
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 50.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.20m (0.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $149,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 17421,  Location: S 18 T 33 N R 7 E (Lat: 37.561989,  Lng: -90.294342),  Route carried "on" structure: City street ,  Year Built: 1945,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 1,500 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,950 (year 2039),  Features Intersected: SALINE CR,  Facility Carried by Structure: N MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: County Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 17425,  Location: S 16 T 33 N R 7 E (Lat: 37.559444,  Lng: -90.281944),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 1,000 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,300 (year 2039),  Design Load: HS 20,  Features Intersected: SALINE CR,  Facility Carried by Structure: S CHAMBERS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: County Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2304,  Location: S 11 T 33 N R 6 E (Lat: 37.567114,  Lng: -90.347022),  Route carried "on" structure: State highway 72,  Year Built: 1972,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 2,293 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 3,554 (year 2041),  Design Load: H 20,  Features Intersected: PLUM CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 195.296,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

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

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Structure Number: 28858,  Location: S 350 T 33 N R 7 E (Lat: 37.522836,  Lng: -90.307578),  Route carried "on" structure: Business State highway 67,  Year Built: 1999,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 2,696 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,774 (year 2041),  Design Load: HS 20,  Features Intersected: MILL CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.150,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.0m (75.5ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: 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: 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: October 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: 30247,  Location: S 3316 T 33 N R 7 E (Lat: 37.546494,  Lng: -90.317878),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Closed,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 500 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 650 (year 2039),  Design Load: H 20,  Features Intersected: LIT ST FRANCOIS RV,  Facility Carried by Structure: CO. RD.275
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Good,  Channel: Good,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.05m (3.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,135,000,  Roadway Improvement Cost: $113,000,  Total Project Cost: $1,702,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 32585,  Location: S 3323 T 33 N R 7 E (Lat: 37.565225,  Lng: -90.246106),  Route carried "on" structure: State highway 72,  Year Built: 2009,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 3,227 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,647 (year 2041),  Features Intersected: SALINE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 205.929,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 95.4 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,  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: 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: 33679,  Location: S 12 T 33 N R 6 E (Lat: 37.564394,  Lng: -90.321572),  Route carried "on" structure: State highway 72,  Year Built: 2012,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 5,367 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 9,392 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: US 67
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 197.739,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 90.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 35765,  Location: S 9 T 33 N R 7 E (Lat: 37.559447,  Lng: -90.269039),  Route carried "on" structure: State highway Z,  Year Built: 2018,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 3,686 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,160 (year 2041),  Features Intersected: SALINE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.480,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 73.8 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: Superior to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior 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: 35797,  Location: S 2078 T 33 N R 7 E (Lat: 37.561822,  Lng: -90.292350),  Route carried "on" structure: City street 152,  Year Built: 1931,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 7,222 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 9,389 (year 2039),  Design Load: H 15,  Features Intersected: SALINE CR,  Facility Carried by Structure: MINE LA MOTTE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.5m (47.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 41.4 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: Meets minimum limits,  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: 0.50m (1.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $630,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $944,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 36326,  Location: S 5 T 33 N R 7 E (Lat: 37.572089,  Lng: -90.301206),  Route carried "on" structure: County highway 152,  Year Built: 2019,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 100 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 130 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: VILLAGE CR,  Facility Carried by Structure: CITY LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.4m (37.4ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 62.1 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: Equal to present desirable 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4434,  Location: S 350 T 33 N R 7 E (Lat: 37.524800,  Lng: -90.311389),  Route carried "on" structure: County highway 44,  Year Built: 1921,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 1,122 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,459 (year 2039),  Design Load: H 15,  Features Intersected: MILL CR,  Facility Carried by Structure: OLD HWY 67 / 275
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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.2m (43.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 30.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 17.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7236,  Location: S 22 T 33 N R 7 E (Lat: 37.540078,  Lng: -90.254511),  Route carried "on" structure: State highway Z,  Year Built: 1962,  Status: Open,  Structure Length: 1.48m (4.86ft),  Average Daily Traffic: 3,686 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,160 (year 2041),  Design Load: H 15,  Features Intersected: GOOSE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.086,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Channel: Good,  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,  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: 0.22m (0.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $170,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $255,000 ( Estimate for 2022)

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Structure Number: 8444,  Location: S 12 T 33 N R 7 E (Lat: 37.570514,  Lng: -90.231147),  Route carried "on" structure: State highway J,  Year Built: 1965,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,730 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,422 (year 2041),  Design Load: H 15,  Features Intersected: BURDETT CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.741,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 65.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 9251,  Location: S 1852 T 33 N R 6 E (Lat: 37.526558,  Lng: -90.345047),  Route carried "on" structure: State highway E,  Year Built: 1947,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 1,125 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,575 (year 2041),  Design Load: H 10,  Features Intersected: CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.459,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 1188,  Location: S 350 T 33 N R 7 E (Lat: 37.521722,  Lng: -90.313681),  Route carried "under" structure: State highway E,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 1,125 (year 2021),  Truck Traffic: 11%,  Features Intersected: RT E,  Facility Carried by Structure: US 67 S
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 45.324,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 12076,  Location: S 836 T 33 N R 6 E (Lat: 37.539708,  Lng: -90.321153),  Route carried "under" structure: US 67,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 5,194 (year 2021),  Truck Traffic: 8%,  Features Intersected: US 67,  Facility Carried by Structure: 500 E
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 132.377,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 12076,  Location: S 836 T 33 N R 6 E (Lat: 37.539708,  Lng: -90.321153),  Route carried "under" structure: US 67,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 5,330 (year 2021),  Truck Traffic: 26%,  Features Intersected: US 67,  Facility Carried by Structure: 500 E
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 185.730,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 12097,  Location: S 350 T 33 N R 7 E (Lat: 37.521706,  Lng: -90.313344),  Route carried "under" structure: State highway E,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 1,125 (year 2021),  Truck Traffic: 11%,  Features Intersected: RT E,  Facility Carried by Structure: US 67 N
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 45.353,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 33679,  Location: S 12 T 33 N R 6 E (Lat: 37.564394,  Lng: -90.321572),  Route carried "under" structure: US 67,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 5,521 (year 2021),  Truck Traffic: 20%,  Features Intersected: US 67,  Facility Carried by Structure: MO 72 E
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 182.910,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 33679,  Location: S 12 T 33 N R 6 E (Lat: 37.564394,  Lng: -90.321572),  Route carried "under" structure: US 67,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 5,194 (year 2021),  Truck Traffic: 8%,  Features Intersected: US 67,  Facility Carried by Structure: MO 72 E
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 135.167,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.4m (89.9ft)