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

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Structure Number: 10086,  Location: S 34 T 44 N R 6 E (Lat: 38.511025,  Lng: -90.335150),  Route carried "on" structure: US 50,  Year Built: 1995,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 30,131 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 42,183 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RP IS255N TO IS55N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 415.443,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 36.2m (118.8ft),  Out-to-Out Width: 37.0m (121.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 84.6 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 1015,  Location: S 34 T 43 N R 6 E (Lat: 38.503192,  Lng: -90.338703),  Route carried "on" structure: Ramp State highway ,  Year Built: 1964,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 12,988 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 16,235 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RP IS270W TO IS55N, IS 5,  Facility Carried by Structure: RP IS270W TO IS55N
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 1.078,  Lanes on structure: 2,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 15627,  Location: S 22 T 44 N R 6 E (Lat: 38.534414,  Lng: -90.342136),  Route carried "on" structure: County highway ,  Year Built: 1933,  Status: Posted for load,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 3,450 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,658 (year 2040),  Features Intersected: GRAVOIS CR,  Facility Carried by Structure: TESSHIRE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 58.5 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: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.38m (1.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $326,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $490,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15655,  Location: S 33 T 44 N R 6 E (Lat: 38.503714,  Lng: -90.347339),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Posted for load,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 3,196 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,315 (year 2040),  Design Load: HS 20,  Features Intersected: BR OF MATTESE CR,  Facility Carried by Structure: VON TALGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 74.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 15706,  Location: S 8 T 43 N R 6 E (Lat: 38.475583,  Lng: -90.378067),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Posted for load,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 861 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,162 (year 2040),  Design Load: HS 20,  Features Intersected: LEMAY CR,  Facility Carried by Structure: MELISSA-JO LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.472,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum 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: 29668,  Location: S 34 T 44 N R 6 E (Lat: 38.502614,  Lng: -90.330344),  Route carried "on" structure: US 61,  Year Built: 2004,  Status: Open,  Structure Length: 11.61m (38.09ft),  Average Daily Traffic: 22,413 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 31,378 (year 2041),  Design Load: HS 20,  Features Intersected: IS 255
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 283.900,  Lanes on structure: 6,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.4m (86.6ft),  Skew: 24 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 27.1m (88.9ft),  Out-to-Out Width: 29.7m (97.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 75.6 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: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 32407,  Location: S 32 T 44 N R 6 E (Lat: 38.508569,  Lng: -90.362628),  Route carried "on" structure: County highway 141,  Year Built: 2008,  Status: Posted for load,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 457 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 617 (year 2040),  Design Load: HS 20,  Features Intersected: MATTESE CR,  Facility Carried by Structure: DUBOURG LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.862,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 80.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: March 2020

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Structure Number: 3275,  Location: S 5 T 26 N R 1 W (Lat: 36.951322,  Lng: -91.083550),  Route carried "on" structure: US 60,  Year Built: 1983,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 3,883 (year 2021),  Truck Traffic: 45%,  Average Future Daily Traffic: 7,378 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: POCA HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 353.932,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 78.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: December 2021

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Structure Number: 3275,  Location: S 24 T 44 N R 6 E (Lat: 38.540956,  Lng: -90.302778),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 8.67m (28.44ft),  Average Daily Traffic: 22,314 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 31,240 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: IS 55,  Facility Carried by Structure: UNION RD E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.109,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 20.9m (68.6ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 46.0m (150.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 35358,  Location: S 21 T 44 N R 6 E (Lat: 38.535667,  Lng: -90.351153),  Route carried "on" structure: County highway ,  Year Built: 2017,  Status: Open,  Structure Length: 1.97m (6.46ft),  Average Daily Traffic: 5,067 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,840 (year 2040),  Design Load: HS 20,  Features Intersected: SAPPINGTON CR,  Facility Carried by Structure: MUSICK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.4m (60.4ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Good,  Operating Rating: 58.5 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 36119,  Location: S 22 T 44 N R 6 E (Lat: 38.534408,  Lng: -90.342083),  Route carried "on" structure: County highway ,  Year Built: 2020,  Status: Not yet open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 3,450 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,658 (year 2040),  Features Intersected: GRAVOIS CR,  Facility Carried by Structure: TESSHIRE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable 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: August 2019,  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: 365,  Location: S 23 T 44 N R 7 E (Lat: 38.532928,  Lng: -90.311592),  Route carried "on" structure: Interstate 55,  Year Built: 1962,  Year Reconstructed: 2005,  Status: Posted for load,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 116,558 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 145,698 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CRD REAVIS BARRACKS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.430,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 38.6m (126.6ft),  Out-to-Out Width: 39.5m (129.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3884,  Location: S 1988 T 44 N R 6 E (Lat: 38.508358,  Lng: -90.353803),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 1,207 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,811 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: IS 270,  Facility Carried by Structure: THEISS RD S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.049,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 397,  Location: S 33 T 44 N R 6 E (Lat: 38.505047,  Lng: -90.344144),  Route carried "on" structure: Ramp State highway ,  Year Built: 1993,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 23,373 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 29,216 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CRD VON TALGE RD, BNSF R,  Facility Carried by Structure: RP IS270W TO IS55N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.570,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 3971,  Location: S 33 T 44 N R 6 E (Lat: 38.505428,  Lng: -90.343639),  Route carried "on" structure: Ramp State highway ,  Year Built: 1993,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 24,433 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 30,541 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CRD VON TALGE RD, BNSF R,  Facility Carried by Structure: RP IS55N TO IS270E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.017,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  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: 15.5m (50.9ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 3974,  Location: S 34 T 44 N R 6 E (Lat: 38.503142,  Lng: -90.339017),  Route carried "on" structure: Ramp State highway ,  Year Built: 1991,  Status: Open,  Structure Length: 40.66m (133.40ft),  Average Daily Traffic: 24,433 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 30,541 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: IS 55, IS 255, RP IS270W,  Facility Carried by Structure: RP IS55N TO IS270E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Lanes under structure: 22,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 50.6m (166.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3975,  Location: S 34 T 44 N R 6 E (Lat: 38.503317,  Lng: -90.339017),  Route carried "on" structure: Ramp State highway ,  Year Built: 1991,  Status: Open,  Structure Length: 41.03m (134.61ft),  Average Daily Traffic: 12,359 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 15,449 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RP IS270E TO IS55S, RP I,  Facility Carried by Structure: RP IS55S TO IS255S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.323,  Lanes on structure: 2,  Lanes under structure: 19,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 27.5m (90.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 84.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.3 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3996,  Location: S 4 T 43 N R 6 E (Lat: 38.495414,  Lng: -90.346742),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 1,526 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,136 (year 2041),  Design Load: HS 20,  Features Intersected: IS 55,  Facility Carried by Structure: MATTIS RD E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.009,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.2m (138.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 4124,  Location: S 34 T 44 N R 6 E (Lat: 38.511686,  Lng: -90.336542),  Route carried "on" structure: US 50,  Year Built: 1995,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 43,006 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 60,208 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RP IS55S TO IS255S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 415.302,  Lanes on structure: 8,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.8m (45.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 36.2m (118.8ft),  Out-to-Out Width: 37.0m (121.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.6 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 4125,  Location: S 34 T 44 N R 6 E (Lat: 38.511361,  Lng: -90.335867),  Route carried "on" structure: US 50,  Year Built: 1995,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 29,671 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 41,539 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: IS 55
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 415.356,  Lanes on structure: 7,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 60.7m (199.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.8m (71.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 76.1m (249.7ft),  Out-to-Out Width: 76.5m (251.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 419,  Location: S 26 T 44 N R 6 E (Lat: 38.524708,  Lng: -90.319728),  Route carried "on" structure: Interstate 55,  Year Built: 1962,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 55,851 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 69,814 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CST GREEN PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.576,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Built-up

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Structure Number: 42,  Location: S 21 T 49 N R 31 W (Lat: 39.040161,  Lng: -94.349653),  Route carried "on" structure: Interstate 70,  Year Built: 1964,  Year Reconstructed: 2004,  Status: Posted for load,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 53,837 (year 2021),  Truck Traffic: 24%,  Average Future Daily Traffic: 72,680 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: LIT BLUE RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 376.294,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.1 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: 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 42,  Location: S 26 T 44 N R 6 E (Lat: 38.524567,  Lng: -90.319639),  Route carried "on" structure: Interstate 55,  Year Built: 1962,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 52,583 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 65,729 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CST GREEN PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 319.990,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 4341,  Location: S 4 T 43 N R 6 E (Lat: 38.485661,  Lng: -90.355483),  Route carried "on" structure: Interstate 55,  Year Built: 1995,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 60,994 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 76,243 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: BUTLER HILL RD, BUTLER H
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 314.436,  Lanes on structure: 5,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than 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: July 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: 4342,  Location: S 4 T 43 N R 6 E (Lat: 38.485672,  Lng: -90.355781),  Route carried "on" structure: Interstate 55,  Year Built: 1995,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 64,031 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 80,039 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: BUTLER HILL RD, BUTLER H
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.184,  Lanes on structure: 5,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 44,  Location: S 4 T 43 N R 6 E (Lat: 38.496144,  Lng: -90.346067),  Route carried "on" structure: Interstate 55,  Year Built: 1964,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 126,763 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 158,454 (year 2041),  Design Load: HS 20,  Features Intersected: MATTESE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.773,  Lanes on structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: 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: November 2021

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Structure Number: 555,  Location: S 4 T 43 N R 6 E (Lat: 38.492114,  Lng: -90.350483),  Route carried "on" structure: Interstate 55,  Year Built: 1964,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 126,763 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 158,454 (year 2041),  Design Load: HS 20,  Features Intersected: MATTESE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.368,  Lanes on structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Fair,  Structural Evaluation: 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: November 2021

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Structure Number: 947,  Location: S 2995 T 44 N R 6 E (Lat: 38.532703,  Lng: -90.340347),  Route carried "on" structure: State highway 21,  Year Built: 1969,  Year Reconstructed: 1993,  Status: Posted for load,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 20,667 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 28,934 (year 2041),  Design Load: HS 20,  Features Intersected: GRAVOIS CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.211,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.2m (95.8ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.8m (74.8ft)

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: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 948,  Location: S 2995 T 44 N R 6 E (Lat: 38.533697,  Lng: -90.339689),  Route carried "on" structure: State highway 21,  Year Built: 1969,  Status: Posted for load,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 20,667 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 28,934 (year 2041),  Design Load: HS 20,  Features Intersected: PEDESTRAIN TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.099,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 21 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: 21.9m (71.9ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Built-up,  Deck Protection: Bituminous

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Structure Number: 1013,  Location: S 34 T 43 N R 6 E (Lat: 38.503514,  Lng: -90.338514),  Route carried "under" structure: Interstate 55,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 62,732 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 55
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 316.972,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 1013,  Location: S 34 T 43 N R 6 E (Lat: 38.503514,  Lng: -90.338514),  Route carried "under" structure: Interstate 55,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 52,653 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 55
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 20.724,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 1013,  Location: S 34 T 43 N R 6 E (Lat: 38.503514,  Lng: -90.338514),  Route carried "under" structure: Ramp State highway ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 12,144 (year 2021),  Truck Traffic: 18%,  Features Intersected: RP IS270W TO IS55N,  Facility Carried by Structure: IS 255 N
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 1.621,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 1014,  Location: S 34 T 43 N R 6 E (Lat: 38.503372,  Lng: -90.338594),  Route carried "under" structure: Ramp State highway ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 12,144 (year 2021),  Truck Traffic: 18%,  Features Intersected: RP IS270W TO IS55N,  Facility Carried by Structure: IS 255 S
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 1.603,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 1014,  Location: S 34 T 43 N R 6 E (Lat: 38.503372,  Lng: -90.338594),  Route carried "under" structure: Interstate 55,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 62,732 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 55
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 316.954,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 1014,  Location: S 34 T 43 N R 6 E (Lat: 38.503372,  Lng: -90.338594),  Route carried "under" structure: Interstate 55,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 52,653 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 55
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 20.741,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 1015,  Location: S 34 T 43 N R 6 E (Lat: 38.503192,  Lng: -90.338703),  Route carried "under" structure: Ramp State highway ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 12,144 (year 2021),  Truck Traffic: 18%,  Features Intersected: RP IS270W TO IS55N,  Facility Carried by Structure: RP IS270W TO IS55N
Minimum Vertical Clearance: 6.02m (19.75ft),  Kilometerpoint: 1.580,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 1015,  Location: S 34 T 43 N R 6 E (Lat: 38.503192,  Lng: -90.338703),  Route carried "under" structure: Interstate 55,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 64,031 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 55
Minimum Vertical Clearance: 6.02m (19.75ft),  Kilometerpoint: 20.765,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 1015,  Location: S 34 T 43 N R 6 E (Lat: 38.503192,  Lng: -90.338703),  Route carried "under" structure: Interstate 55,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 62,732 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 55
Minimum Vertical Clearance: 6.02m (19.75ft),  Kilometerpoint: 316.932,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 29668,  Location: S 34 T 44 N R 6 E (Lat: 38.502614,  Lng: -90.330344),  Route carried "under" structure: Interstate 255,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 44,129 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 255,  Facility Carried by Structure: US 61 S
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 1.154,  Lanes on structure: 6,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 29668,  Location: S 34 T 44 N R 6 E (Lat: 38.502614,  Lng: -90.330344),  Route carried "under" structure: Interstate 255,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 43,818 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 255,  Facility Carried by Structure: US 61 S
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 5.234,  Lanes on structure: 6,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 3275,  Location: S 24 T 44 N R 6 E (Lat: 38.540956,  Lng: -90.302778),  Route carried "under" structure: Interstate 55,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 67,388 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 55,  Facility Carried by Structure: UNION RD E
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 15.261,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.0m (150.9ft)

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Structure Number: 3275,  Location: S 24 T 44 N R 6 E (Lat: 38.540956,  Lng: -90.302778),  Route carried "under" structure: Interstate 55,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 51,084 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 55,  Facility Carried by Structure: UNION RD E
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 322.365,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.0m (150.9ft)

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Structure Number: 365,  Location: S 23 T 44 N R 7 E (Lat: 38.532928,  Lng: -90.311592),  Route carried "under" structure: County highway ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 23,985 (year 2021),  Truck Traffic: 5%,  Features Intersected: CRD REAVIS BARRACKS RD,  Facility Carried by Structure: IS 55 S
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 1.176,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 366,  Location: S 18 T 44 N R 7 E (Lat: 38.547089,  Lng: -90.290156),  Route carried "under" structure: County highway ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 18,297 (year 2021),  Truck Traffic: 5%,  Features Intersected: CRD BAYLESS AVE,  Facility Carried by Structure: IS 55 S
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.338,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 3884,  Location: S 1988 T 44 N R 6 E (Lat: 38.508358,  Lng: -90.353803),  Route carried "under" structure: Interstate 270,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 90,839 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 270,  Facility Carried by Structure: THEISS RD S
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 1.873,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 3884,  Location: S 1988 T 44 N R 6 E (Lat: 38.508358,  Lng: -90.353803),  Route carried "under" structure: Interstate 270,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 62,939 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 270,  Facility Carried by Structure: THEISS RD S
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 55.733,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 397,  Location: S 33 T 44 N R 6 E (Lat: 38.505047,  Lng: -90.344144),  Route carried "under" structure: County highway ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 3,107 (year 2021),  Truck Traffic: 5%,  Features Intersected: CRD VON TALGE RD,  Facility Carried by Structure: RP IS270W TO IS55N
Minimum Vertical Clearance: 12.96m (42.52ft),  Kilometerpoint: 1.035,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 3971,  Location: S 33 T 44 N R 6 E (Lat: 38.505428,  Lng: -90.343639),  Route carried "under" structure: County highway ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 3,107 (year 2021),  Truck Traffic: 5%,  Features Intersected: CRD VON TALGE RD,  Facility Carried by Structure: RP IS55N TO IS270E
Minimum Vertical Clearance: 12.73m (41.77ft),  Kilometerpoint: 1.054,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 3974,  Location: S 34 T 44 N R 6 E (Lat: 38.503142,  Lng: -90.339017),  Route carried "under" structure: Interstate 255,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 51,150 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 255,  Facility Carried by Structure: RP IS55N TO IS270E
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 6.051,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.6m (166.0ft)

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Structure Number: 3974,  Location: S 34 T 44 N R 6 E (Lat: 38.503142,  Lng: -90.339017),  Route carried "under" structure: Ramp State highway ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 12,988 (year 2021),  Truck Traffic: 18%,  Features Intersected: RP IS270W TO IS55N,  Facility Carried by Structure: RP IS55N TO IS270E
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 1.102,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.6m (166.0ft)

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Structure Number: 3974,  Location: S 34 T 44 N R 6 E (Lat: 38.503142,  Lng: -90.339017),  Route carried "under" structure: Interstate 55,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 62,732 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 55
Minimum Vertical Clearance: 12.17m (39.93ft),  Kilometerpoint: 316.872,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.6m (166.0ft)

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Structure Number: 3974,  Location: S 34 T 44 N R 6 E (Lat: 38.503142,  Lng: -90.339017),  Route carried "under" structure: Interstate 55,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 64,031 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 55
Minimum Vertical Clearance: 12.68m (41.60ft),  Kilometerpoint: 20.791,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.6m (166.0ft)

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Structure Number: 3974,  Location: S 34 T 44 N R 6 E (Lat: 38.503142,  Lng: -90.339017),  Route carried "under" structure: Interstate 255,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 44,129 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 255,  Facility Carried by Structure: RP IS55N TO IS270E
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.375,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.6m (166.0ft)

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Structure Number: 3974,  Location: S 34 T 44 N R 6 E (Lat: 38.503142,  Lng: -90.339017),  Route carried "under" structure: Ramp State highway ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 9,516 (year 2021),  Truck Traffic: 18%,  Features Intersected: RP IS270E TO IS55S,  Facility Carried by Structure: RP IS55N TO IS270E
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.077,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.6m (166.0ft)

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Structure Number: 3975,  Location: S 34 T 44 N R 6 E (Lat: 38.503317,  Lng: -90.339017),  Route carried "under" structure: Interstate 255,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 51,150 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 255
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 6.021,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.5m (90.2ft)