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

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Structure Number: 1418,  Location: S 12 T 44 N R 6 E (Lat: 38.576611,  Lng: -90.379611),  Route carried "on" structure: Interstate 44,  Year Built: 1969,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 96,042 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 120,053 (year 2041),  Design Load: HS 20,  Features Intersected: BR GRAVOIS CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 449.962,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 87.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 1419,  Location: S 5 T 44 N R 6 E (Lat: 38.575947,  Lng: -90.377264),  Route carried "on" structure: Interstate 44,  Year Built: 1969,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 47,034 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 58,793 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CST BERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 450.175,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 142,  Location: S 2039 T 47 N R 5 E (Lat: 38.771450,  Lng: -90.403092),  Route carried "on" structure: Interstate 270,  Year Built: 1960,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 113,650 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 142,063 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.933,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 37.8m (124.0ft),  Out-to-Out Width: 39.5m (129.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 142,  Location: S 5 T 44 N R 6 E (Lat: 38.576108,  Lng: -90.377258),  Route carried "on" structure: Interstate 44,  Year Built: 1969,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 58,299 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 72,874 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CST BERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.464,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 15644,  Location: S 28 T 44 N R 6 E (Lat: 38.521378,  Lng: -90.460950),  Route carried "on" structure: County highway ,  Year Built: 1930,  Year Reconstructed: 1981,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 11 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 15 (year 2040),  Design Load: HS 20,  Features Intersected: FENTON CR,  Facility Carried by Structure: OLD SMIZER MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.242,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 32.4 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: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.14m (0.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $102,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $153,000 ( Estimate for 2022),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 157,  Location: S 27 T 37 N R 32 W (Lat: 37.962664,  Lng: -94.449242),  Route carried "on" structure: State highway WW,  Year Built: 1957,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 362 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 507 (year 2041),  Design Load: H 15,  Features Intersected: CHRISTIAN CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.835,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022

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Structure Number: 157,  Location: S 20 T 44 N R 5 E (Lat: 38.539361,  Lng: -90.473556),  Route carried "on" structure: County highway ,  Year Built: 1980,  Year Reconstructed: 1991,  Status: Posted for load,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 22,842 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,837 (year 2040),  Design Load: HS 20,  Features Intersected: YARNELL CR,  Facility Carried by Structure: BOWLES AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 62.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 15702,  Location: S 28 T 44 N R 5 E (Lat: 38.520000,  Lng: -90.466667),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Posted for load,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 1,023 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,381 (year 2040),  Features Intersected: FENTON CR,  Facility Carried by Structure: MAY VALLEY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 82.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 49.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 15703,  Location: S 29 T 44 N R 5 E (Lat: 38.519378,  Lng: -90.458306),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Posted for load,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 766 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,034 (year 2040),  Features Intersected: FENTON CR,  Facility Carried by Structure: OAKWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.403,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 35.1 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: 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: March 2021

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Structure Number: 1694,  Location: S 373 T 44 N R 5 E (Lat: 38.516961,  Lng: -90.425958),  Route carried "on" structure: State highway 30,  Year Built: 1968,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 42,740 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 53,425 (year 2041),  Design Load: HS 20,  Features Intersected: SUNSET HILL CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.162,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 87.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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: 1695,  Location: S 373 T 44 N R 5 E (Lat: 38.515894,  Lng: -90.435608),  Route carried "on" structure: State highway 30,  Year Built: 1968,  Year Reconstructed: 2004,  Status: Posted for load,  Structure Length: 37.09m (121.69ft),  Average Daily Traffic: 21,203 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,504 (year 2041),  Design Load: HS 20,  Features Intersected: MERAMEC RVR, CST WATER S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.113,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 50.4 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2020,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 17081,  Location: S 22 T 44 N R 5 E (Lat: 38.534656,  Lng: -90.454931),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 675 (year 2040),  Features Intersected: BR OF YARNELL CR,  Facility Carried by Structure: LARKIN-WM INDUS DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum 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: 17083,  Location: S 21 T 44 N R 6 E (Lat: 38.539828,  Lng: -90.464300),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,700 (year 2040),  Features Intersected: BR OF MERAMEC RVR,  Facility Carried by Structure: GILSINN LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 17085,  Location: S 27 T 44 N R 5 E (Lat: 38.530156,  Lng: -90.452308),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 300 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 405 (year 2040),  Design Load: HS 20,  Features Intersected: YARNELL CR,  Facility Carried by Structure: MONTEVALE CT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 17095,  Location: S 21 T 44 N R 5 E (Lat: 38.538089,  Lng: -90.457083),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 9,500 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 12,825 (year 2040),  Features Intersected: TRIB MERAMEC RVR,  Facility Carried by Structure: HORAN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal 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: 2.7m (8.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 44.1 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 17098,  Location: S 373 T 44 N R 5 E (Lat: 38.516328,  Lng: -90.437061),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 10,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,500 (year 2040),  Features Intersected: TRIB MERAMEC RVR,  Facility Carried by Structure: LARKIN-WILLIAMS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.16m (0.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $85,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $128,000 ( Estimate for 2022)

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Structure Number: 1898,  Location: S 373 T 44 N R 5 E (Lat: 38.514142,  Lng: -90.446125),  Route carried "on" structure: State highway 30,  Year Built: 1970,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 17,507 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 21,884 (year 2041),  Design Load: HS 20,  Features Intersected: MO 141
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.324,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Membrane: Built-up,  Deck Protection: Cathodic Protection

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Structure Number: 1899,  Location: S 373 T 44 N R 5 E (Lat: 38.514325,  Lng: -90.446286),  Route carried "on" structure: State highway 30,  Year Built: 1970,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 21,537 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,921 (year 2041),  Design Load: HS 20,  Features Intersected: MO 141
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.437,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Membrane: Built-up,  Deck Protection: Cathodic Protection

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Structure Number: 19,  Location: S 373 T 44 N R 5 E (Lat: 38.513603,  Lng: -90.447169),  Route carried "on" structure: State highway 30,  Year Built: 1970,  Status: Open,  Structure Length: 1.27m (4.17ft),  Average Daily Traffic: 34,808 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 43,510 (year 2041),  Design Load: HS 20,  Features Intersected: FENTON CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.212,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 60.7m (199.1ft),  Skew: 21 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: Fair,  Culverts: Satisfactory,  Operating Rating: 87.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 1901,  Location: S 19 T 44 N R 5 E (Lat: 38.511847,  Lng: -90.445464),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Posted for load,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 9,015 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,523 (year 2041),  Design Load: H 20,  Features Intersected: FENTON CR,  Facility Carried by Structure: GRAVOIS RD E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.837,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 233,  Location: S 373 T 43 N R 5 E (Lat: 38.511161,  Lng: -90.444794),  Route carried "on" structure: State highway 141,  Year Built: 1974,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 31,660 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 39,575 (year 2041),  Design Load: HS 20,  Features Intersected: FENTON CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.823,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 28.9m (94.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3196,  Location: S 21 T 44 N R 5 E (Lat: 38.542772,  Lng: -90.469378),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Posted for load,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 19,549 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,369 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: IS 44,  Facility Carried by Structure: BOWLES AVE S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.056,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.8m (120.7ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.7 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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 32722,  Location: S 35 T 44 N R 5 E (Lat: 38.512289,  Lng: -90.431414),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Posted for load,  Structure Length: 19.96m (65.49ft),  Average Daily Traffic: 10,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,500 (year 2040),  Design Load: HS 20,  Features Intersected: MERAMEC RVR,  Facility Carried by Structure: OLD GRAVOIS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.314,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 57.9m (190.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3288,  Location: S 1983 T 44 N R 5 E (Lat: 38.539658,  Lng: -90.482786),  Route carried "on" structure: ServiceOther road ,  Year Built: 1983,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 3,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,500 (year 2038),  Design Load: HS 20,  Features Intersected: IS 44,  Facility Carried by Structure: PVT MARITZ ENT S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.266,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.5m (80.4ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 56.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 32884,  Location: S 3011 T 44 N R 5 E (Lat: 38.505000,  Lng: -90.430917),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 10,700 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,445 (year 2040),  Design Load: HS 20,  Features Intersected: BR OF FENTON CR,  Facility Carried by Structure: OLD HWY 141
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Channel: Satisfactory,  Culverts: 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: Equal to present minimum 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: November 2021

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Structure Number: 32885,  Location: S 34 T 44 N R 5 E (Lat: 38.515089,  Lng: -90.449722),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 6,700 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,045 (year 2040),  Design Load: HS 20,  Features Intersected: FENTON CR,  Facility Carried by Structure: FOREST KNOLL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.2m (82.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.3m (66.6ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 85.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.1 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 32886,  Location: S 34 T 44 N R 5 E (Lat: 38.515806,  Lng: -90.451222),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 3,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,050 (year 2040),  Design Load: HS 20,  Features Intersected: FENTON CR,  Facility Carried by Structure: OLD SMIZER MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 82.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.5 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 33007,  Location: S 35 T 44 N R 5 E (Lat: 38.509197,  Lng: -90.433625),  Route carried "on" structure: City street 142,  Year Built: 2011,  Status: Open,  Structure Length: 1.79m (5.87ft),  Average Daily Traffic: 10,608 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,321 (year 2040),  Design Load: HS 20,  Features Intersected: FENTON CR,  Facility Carried by Structure: OLD HWY 141
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.249,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.9 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 35835,  Location: S 14 T 44 N R 5 E (Lat: 38.543794,  Lng: -90.434800),  Route carried "on" structure: Interstate 44,  Year Built: 2018,  Status: Open,  Structure Length: 33.80m (110.89ft),  Average Daily Traffic: 54,707 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 68,384 (year 2041),  Features Intersected: CST YARNELL RD, MERAME
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.737,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: 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: May 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: 35837,  Location: S 14 T 44 N R 5 E (Lat: 38.543269,  Lng: -90.434442),  Route carried "on" structure: Interstate 44,  Year Built: 2018,  Status: Open,  Structure Length: 33.78m (110.83ft),  Average Daily Traffic: 45,641 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 57,051 (year 2041),  Features Intersected: CST YARNELL RD, MERAME
Minimum Vertical Clearance: 8.66m (28.41ft),  Kilometerpoint: 443.608,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 56.7 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4231,  Location: S 27 T 44 N R 5 E (Lat: 38.517408,  Lng: -90.453636),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 224 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 336 (year 2041),  Design Load: HS 20,  Features Intersected: FENTON CR,  Facility Carried by Structure: GREGORY LN S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.2 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,  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: 4232,  Location: S 27 T 44 N R 5 E (Lat: 38.516800,  Lng: -90.452400),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 1,116 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,674 (year 2041),  Design Load: HS 20,  Features Intersected: FENTON CR,  Facility Carried by Structure: OLD SMIZER MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.954,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 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: November 2021

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Structure Number: 829,  Location: S 1998 T 44 N R 6 E (Lat: 38.513097,  Lng: -90.371256),  Route carried "on" structure: State highway 21,  Year Built: 1967,  Year Reconstructed: 1996,  Status: Posted for load,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 36,077 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 50,508 (year 2041),  Design Load: HS 20,  Features Intersected: IS 270
Minimum Vertical Clearance: 6.50m (21.33ft),  Kilometerpoint: 5.782,  Lanes on structure: 9,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.3m (138.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: 83,  Location: S 12 T 54 N R 35 W (Lat: 39.498544,  Lng: -94.786275),  Route carried "on" structure: County highway ,  Year Built: 1958,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 560 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,008 (year 2041),  Design Load: H 15,  Features Intersected: IS 29,  Facility Carried by Structure: NEW MARKET RD E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.276,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

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

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Structure Number: 83,  Location: S 1998 T 44 N R 6 E (Lat: 38.511569,  Lng: -90.365403),  Route carried "on" structure: Interstate 270,  Year Built: 1967,  Status: Open,  Structure Length: 1.94m (6.36ft),  Average Daily Traffic: 153,778 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 192,223 (year 2041),  Design Load: HS 20,  Features Intersected: MATTESE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.852,  Lanes on structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 51.2m (168.0ft),  Skew: 26 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 87.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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: 1419,  Location: S 5 T 44 N R 6 E (Lat: 38.575947,  Lng: -90.377264),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 5,929 (year 2021),  Truck Traffic: 5%,  Features Intersected: CST BERRY RD,  Facility Carried by Structure: IS 44 E
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 3.660,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 1419,  Location: S 5 T 44 N R 6 E (Lat: 38.575947,  Lng: -90.377264),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 5,125 (year 2021),  Truck Traffic: 6%,  Features Intersected: CST BERRY RD,  Facility Carried by Structure: IS 44 E
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 142,  Location: S 5 T 44 N R 6 E (Lat: 38.576108,  Lng: -90.377258),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 5,929 (year 2021),  Truck Traffic: 5%,  Features Intersected: CST BERRY RD,  Facility Carried by Structure: IS 44 W
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 3.639,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 142,  Location: S 5 T 44 N R 6 E (Lat: 38.576108,  Lng: -90.377258),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 5,125 (year 2021),  Truck Traffic: 6%,  Features Intersected: CST BERRY RD,  Facility Carried by Structure: IS 44 W
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.021,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 1695,  Location: S 373 T 44 N R 5 E (Lat: 38.515894,  Lng: -90.435608),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 973 (year 2021),  Truck Traffic: 4%,  Features Intersected: CST WATER ST,  Facility Carried by Structure: MO 30 E
Minimum Vertical Clearance: 9.19m (30.15ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: 1898,  Location: S 373 T 44 N R 5 E (Lat: 38.514142,  Lng: -90.446125),  Route carried "under" structure: State highway 141,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 22,402 (year 2021),  Truck Traffic: 6%,  Features Intersected: MO 141,  Facility Carried by Structure: MO 30 E
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 37.487,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 1898,  Location: S 373 T 44 N R 5 E (Lat: 38.514142,  Lng: -90.446125),  Route carried "under" structure: State highway 141,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 23,079 (year 2021),  Truck Traffic: 5%,  Features Intersected: MO 141,  Facility Carried by Structure: MO 30 E
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 12.191,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 1899,  Location: S 373 T 44 N R 5 E (Lat: 38.514325,  Lng: -90.446286),  Route carried "under" structure: State highway 141,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 23,079 (year 2021),  Truck Traffic: 5%,  Features Intersected: MO 141,  Facility Carried by Structure: MO 30 W
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 12.215,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 1899,  Location: S 373 T 44 N R 5 E (Lat: 38.514325,  Lng: -90.446286),  Route carried "under" structure: State highway 141,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 19,142 (year 2021),  Truck Traffic: 6%,  Features Intersected: MO 141,  Facility Carried by Structure: MO 30 W
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 37.461,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 3196,  Location: S 21 T 44 N R 5 E (Lat: 38.542772,  Lng: -90.469378),  Route carried "under" structure: Interstate 44,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 44,183 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 44,  Facility Carried by Structure: BOWLES AVE S
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 440.713,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.8m (120.7ft)

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Structure Number: 3196,  Location: S 21 T 44 N R 5 E (Lat: 38.542772,  Lng: -90.469378),  Route carried "under" structure: Interstate 44,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 50,875 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 44,  Facility Carried by Structure: BOWLES AVE S
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 30.983,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.8m (120.7ft)

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Structure Number: 3288,  Location: S 1983 T 44 N R 5 E (Lat: 38.539658,  Lng: -90.482786),  Route carried "under" structure: Interstate 44,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 51,386 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 44,  Facility Carried by Structure: PVT MARITZ ENT S
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 32.205,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.5m (80.4ft)

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Structure Number: 3288,  Location: S 1983 T 44 N R 5 E (Lat: 38.539658,  Lng: -90.482786),  Route carried "under" structure: Interstate 44,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 44,183 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 44,  Facility Carried by Structure: PVT MARITZ ENT S
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 439.493,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.5m (80.4ft)

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Structure Number: 35835,  Location: S 14 T 44 N R 5 E (Lat: 38.543794,  Lng: -90.434800),  Route carried "under" structure: City street ,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 12,631 (year 2021),  Truck Traffic: 9%,  Features Intersected: CST YARNELL RD,  Facility Carried by Structure: IS 44 W
Minimum Vertical Clearance: 7.09m (23.26ft),  Kilometerpoint: 2.073,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 35837,  Location: S 14 T 44 N R 5 E (Lat: 38.543269,  Lng: -90.434442),  Route carried "under" structure: City street ,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 9,738 (year 2021),  Truck Traffic: 5%,  Features Intersected: CST YARNELL RD,  Facility Carried by Structure: IS 44 E
Minimum Vertical Clearance: 8.66m (28.41ft),  Kilometerpoint: 2.100,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 829,  Location: S 1998 T 44 N R 6 E (Lat: 38.513097,  Lng: -90.371256),  Route carried "under" structure: Interstate 270,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 90,839 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 270,  Facility Carried by Structure: MO 21 S
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 3.479,  Lanes on structure: 9,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 829,  Location: S 1998 T 44 N R 6 E (Lat: 38.513097,  Lng: -90.371256),  Route carried "under" structure: Interstate 270,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 72,813 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 270,  Facility Carried by Structure: MO 21 S
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 54.119,  Lanes on structure: 9,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)