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


  • National Bridge Inventory (NBI) Statistics
  • 23Number of bridges
  • 210ft / 63.9mTotal length
  • $2,550,000Total costs
  • 191,234Total average daily traffic
  • 19,778Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for High Ridge
  • No street view available for this location

New bridges in High Ridge, MO - historical statistics
  • New bridges - historical statistics
  • 11900-1909
  • 11930-1939
  • 11940-1949
  • 31950-1959
  • 11960-1969
  • 11970-1979
  • 111980-1989
  • 22000-2009
  • 22010-2019
Reconstructed bridges in High Ridge, MO - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11980-1989
  • 11990-1999
  • 12000-2009
Average Bridge Daily Traffic in High Ridge, MO
Average Bridge Truck Traffic in High Ridge, MO
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 20.0%Very good
  • 30.0%Good
  • 40.0%Satisfactory
  • 10.0%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 10.0%Excellent
  • 20.0%Very good
  • 30.0%Good
  • 20.0%Satisfactory
  • 10.0%Fair
  • 10.0%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 10.0%Excellent
  • 50.0%Good
  • 30.0%Satisfactory
  • 10.0%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 40.0%Satisfactory
  • 60.0%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 20.0%Good
  • 40.0%Satisfactory
  • 40.0%Fair
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Structure Number: 13475,  Location: S 32 T 43 N R 5 E (Lat: 38.419525,  Lng: -90.483350),  Route carried "on" structure: County highway 21,  Year Built: 1940,  Status: Posted for load,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 4,484 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,623 (year 2041),  Design Load: H 15,  Features Intersected: S FK ROCK CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.449,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.13m (0.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $188,000 ( Estimate for 2022)
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Structure Number: 13789,  Location: S 20 T 43 N R 5 E (Lat: 38.455317,  Lng: -90.488983),  Route carried "on" structure: County highway ,  Year Built: 1900,  Year Reconstructed: 1995,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,100 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,870 (year 2041),  Features Intersected: SUGAR CR,  Facility Carried by Structure: OLD SUGAR CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  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: 8.1m (26.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021
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Structure Number: 14222,  Location: S 33 T 43 N R 5 E (Lat: 38.426725,  Lng: -90.471897),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Posted for load,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 308 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 524 (year 2041),  Features Intersected: ROCK CR,  Facility Carried by Structure: SWALLER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 15606,  Location: S 33 T 44 N R 4 E (Lat: 38.504550,  Lng: -90.561344),  Route carried "on" structure: County highway ,  Year Built: 1960,  Year Reconstructed: 2012,  Status: Posted for load,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 3,951 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,334 (year 2040),  Design Load: HS 20,  Features Intersected: ANTIRE CR,  Facility Carried by Structure: BEAUMONT-ANTIRE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 70.2 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 minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.24m (0.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $206,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $309,000 ( Estimate for 2022),  Deck Structure Type: Other
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Structure Number: 2432,  Location: S 3 T 34 N R 31 W (Lat: 37.745744,  Lng: -94.311644),  Route carried "on" structure: Interstate 49,  Year Built: 1977,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 11,509 (year 2021),  Truck Traffic: 41%,  Average Future Daily Traffic: 20,141 (year 2041),  Design Load: HS 20,  Features Intersected: DRY CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 143.425,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 44.1 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,  Waterway Adequacy: Equal to present desirable 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: 2526,  Location: S 5 T 42 N R 5 E (Lat: 38.413114,  Lng: -90.491164),  Route carried "on" structure: State highway 21,  Year Built: 1987,  Status: Open,  Structure Length: 9.72m (31.89ft),  Average Daily Traffic: 8,145 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,068 (year 2041),  Design Load: HS 20,  Features Intersected: CRD OLD HWY 21
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.075,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2527,  Location: S 5 T 42 N R 5 E (Lat: 38.412378,  Lng: -90.491383),  Route carried "on" structure: State highway 21,  Year Built: 1987,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 8,302 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,359 (year 2041),  Design Load: HS 20,  Features Intersected: CRD OLD HWY 21
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 290.197,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2528,  Location: S 7 T 42 N R 5 E (Lat: 38.395314,  Lng: -90.502069),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 9.69m (31.79ft),  Average Daily Traffic: 2,719 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,894 (year 2041),  Design Load: HS 20,  Features Intersected: MO 21,  Facility Carried by Structure: WEST FOUR RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.260,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.5m (126.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 254,  Location: S 1974 T 43 N R 5 E (Lat: 38.428667,  Lng: -90.470903),  Route carried "on" structure: State highway 21,  Year Built: 1987,  Status: Posted for load,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 9,186 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,994 (year 2041),  Design Load: HS 20,  Features Intersected: CRD OLD HWY 21
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 292.776,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 51.3 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: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 31217,  Location: S 1974 T 43 N R 5 E (Lat: 38.426703,  Lng: -90.474281),  Route carried "on" structure: County highway 39,  Year Built: 2006,  Status: Posted for load,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 5,438 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,245 (year 2041),  Design Load: HS 20,  Features Intersected: ROCK CR,  Facility Carried by Structure: OLD HWY 21
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.355,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 81.9 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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 32415,  Location: S 10 T 43 N R 4 E (Lat: 38.479722,  Lng: -90.565000),  Route carried "on" structure: County highway 14,  Year Built: 2004,  Status: Posted for load,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 522 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 887 (year 2041),  Design Load: HS 20,  Features Intersected: ANTIRE CR,  Facility Carried by Structure: JIM WEBER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 65.7 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: Better than present minimum 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: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33857,  Location: S 31 T 43 N R 5 E (Lat: 38.427444,  Lng: -90.503333),  Route carried "on" structure: County highway ,  Year Built: 2011,  Status: Posted for load,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 800 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,600 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: TRIB TO ROCK CR,  Facility Carried by Structure: ROCK CR VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021
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Structure Number: 35694,  Location: S 13 T 43 N R 4 E (Lat: 38.464722,  Lng: -90.512694),  Route carried "on" structure: County highway 50,  Year Built: 2017,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 1,400 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,380 (year 2041),  Features Intersected: TRIB TO SALINE CR,  Facility Carried by Structure: SCHUMACHER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.8m (48.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5937,  Location: S 6 T 23 N R 25 W (Lat: 36.732633,  Lng: -93.670294),  Route carried "on" structure: State highway 39,  Year Built: 1938,  Status: Posted for load,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 1,881 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,668 (year 2041),  Design Load: H 15,  Features Intersected: FLAT CR
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 146.140,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 52.0m (170.6ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 27.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 14.4 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Bridge Improvement Cost: $1,369,000,  Roadway Improvement Cost: $137,000,  Total Project Cost: $2,053,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6492,  Location: S 34 T 44 N R 4 E (Lat: 38.515297,  Lng: -90.549767),  Route carried "on" structure: County highway ,  Year Built: 1958,  Year Reconstructed: 1989,  Status: Posted for load,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 1,306 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,959 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: IS 44,  Facility Carried by Structure: BEAUMONT ANTIRE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.060,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete 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: 13.0m (42.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 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: Equal to present minimum 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,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2526,  Location: S 5 T 42 N R 5 E (Lat: 38.413114,  Lng: -90.491164),  Route carried "under" structure: County highway ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 8,457 (year 2021),  Truck Traffic: 5%,  Features Intersected: CRD OLD HWY 21,  Facility Carried by Structure: MO 21 S
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 6.999,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 2527,  Location: S 5 T 42 N R 5 E (Lat: 38.412378,  Lng: -90.491383),  Route carried "under" structure: County highway ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 5,456 (year 2021),  Truck Traffic: 6%,  Features Intersected: CRD OLD HWY 21,  Facility Carried by Structure: MO 21 N
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 7.083,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 2528,  Location: S 7 T 42 N R 5 E (Lat: 38.395314,  Lng: -90.502069),  Route carried "under" structure: State highway 21,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 7,613 (year 2021),  Truck Traffic: 8%,  Features Intersected: MO 21,  Facility Carried by Structure: WEST FOUR RIDGE RD
Minimum Vertical Clearance: 9.17m (30.09ft),  Kilometerpoint: 24.436,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.5m (126.3ft)

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Structure Number: 2528,  Location: S 7 T 42 N R 5 E (Lat: 38.395314,  Lng: -90.502069),  Route carried "under" structure: State highway 21,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 8,302 (year 2021),  Truck Traffic: 7%,  Features Intersected: MO 21,  Facility Carried by Structure: WEST FOUR RIDGE RD
Minimum Vertical Clearance: 9.19m (30.15ft),  Kilometerpoint: 288.030,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.5m (126.3ft)

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Structure Number: 254,  Location: S 1974 T 43 N R 5 E (Lat: 38.428667,  Lng: -90.470903),  Route carried "under" structure: County highway ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 11,458 (year 2021),  Truck Traffic: 5%,  Features Intersected: CRD OLD HWY 21,  Facility Carried by Structure: MO 21 N
Minimum Vertical Clearance: 6.32m (20.73ft),  Kilometerpoint: 4.468,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 2541,  Location: S 1974 T 43 N R 5 E (Lat: 38.428494,  Lng: -90.471431),  Route carried "under" structure: County highway ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 11,458 (year 2021),  Truck Traffic: 5%,  Features Intersected: CRD OLD HWY 21,  Facility Carried by Structure: MO 21 S
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 4.516,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 6492,  Location: S 34 T 44 N R 4 E (Lat: 38.515297,  Lng: -90.549767),  Route carried "under" structure: Interstate 44,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 41,334 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 44,  Facility Carried by Structure: BEAUMONT ANTIRE RD
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 39.149,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 6492,  Location: S 34 T 44 N R 4 E (Lat: 38.515297,  Lng: -90.549767),  Route carried "under" structure: Interstate 44,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 36,105 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 44,  Facility Carried by Structure: BEAUMONT ANTIRE RD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 432.578,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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