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

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Structure Number: 15602,  Location: S 16 T 45 N R 6 E (Lat: 38.638606,  Lng: -90.349453),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 12,520 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,902 (year 2040),  Design Load: H 10,  Features Intersected: BLACK CR,  Facility Carried by Structure: CLAYTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.104,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 54.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22696,  Location: S 22 T 45 N R 6 E (Lat: 38.625308,  Lng: -90.330567),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 10 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 14 (year 2040),  Features Intersected: HAMPTON CR,  Facility Carried by Structure: ELINOR AVE
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: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.14m (0.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $102,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $153,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22698,  Location: S 22 T 45 N R 6 E (Lat: 38.627650,  Lng: -90.324039),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Posted for load,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,050 (year 2040),  Features Intersected: CLAYTONIA CR,  Facility Carried by Structure: DALE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable 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: December 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: 22699,  Location: S 22 T 45 N R 6 E (Lat: 38.628558,  Lng: -90.323894),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Not yet open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 675 (year 2040),  Features Intersected: CLAYTONIA CR,  Facility Carried by Structure: LOVELLA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Good,  Channel: Excellent,  Operating Rating: 26.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 18.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 0.15m (0.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Bridge Improvement Cost: $162,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $243,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 29489,  Location: S 22 T 45 N R 6 E (Lat: 38.627681,  Lng: -90.332122),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 6,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,100 (year 2040),  Design Load: HS 20,  Features Intersected: HAMPTON CR,  Facility Carried by Structure: DALE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.12m (0.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 32119,  Location: S 21 T 45 N R 6 E (Lat: 38.630094,  Lng: -90.342281),  Route carried "on" structure: Ramp State highway ,  Year Built: 2007,  Status: Open,  Structure Length: 12.14m (39.83ft),  Average Daily Traffic: 20,831 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 26,039 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: RP HANLEY DR TO IS64W, R,  Facility Carried by Structure: RP IS64W TO IS170W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.288,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 71.4m (234.3ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 32223,  Location: S 23 T 45 N R 6 E (Lat: 38.628503,  Lng: -90.312547),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 5,985 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,978 (year 2041),  Design Load: HS 20,  Features Intersected: IS 64,  Facility Carried by Structure: BELLEVUE AVE S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.615,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.4 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 32224,  Location: S 22 T 45 N R 6 E (Lat: 38.629564,  Lng: -90.327756),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 1,008 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,512 (year 2041),  Design Load: HS 20,  Features Intersected: IS 64,  Facility Carried by Structure: BOLAND PL S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 93.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present 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: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 32228,  Location: S 23 T 45 N R 6 E (Lat: 38.628722,  Lng: -90.316461),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 10,172 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,258 (year 2041),  Design Load: HS 20,  Features Intersected: IS 64, RP IS64W TO BIG B,  Facility Carried by Structure: HIGHLAND TER N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.071,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.78m (2.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $606,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $909,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 32229,  Location: S 16 T 45 N R 6 E (Lat: 38.631714,  Lng: -90.344650),  Route carried "on" structure: Ramp State highway ,  Year Built: 2008,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 17,904 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,380 (year 2041),  Design Load: HS 20,  Features Intersected: IS 170, RP IS170E TO BRE,  Facility Carried by Structure: RP IS170E TO IS64W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.301,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.9m (147.3ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 32232,  Location: S 21 T 45 N R 6 E (Lat: 38.629922,  Lng: -90.345244),  Route carried "on" structure: Ramp State highway ,  Year Built: 2008,  Status: Open,  Structure Length: 42.20m (138.45ft),  Average Daily Traffic: 17,626 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 22,033 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: IS 64, RP HANLEY DR TO I,  Facility Carried by Structure: RP IS64E TO IS170W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.595,  Lanes on structure: 1,  Lanes under structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 4,  Length of Maximum Span: 75.9m (249.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 32233,  Location: S 21 T 45 N R 6 E (Lat: 38.629939,  Lng: -90.343253),  Route carried "on" structure: Ramp State highway ,  Year Built: 2008,  Status: Open,  Structure Length: 35.79m (117.42ft),  Average Daily Traffic: 21,276 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,595 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: IS 64, RP HANLEY DR TO I,  Facility Carried by Structure: RP IS170E TO IS64E
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.396,  Lanes on structure: 1,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 3,  Length of Maximum Span: 75.0m (246.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 75.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 32248,  Location: S 21 T 45 N R 6 E (Lat: 38.629111,  Lng: -90.338028),  Route carried "on" structure: Interstate 64,  Year Built: 2008,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 155,732 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 194,665 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: METROLINK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.641,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 45.7m (149.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 92.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32249,  Location: S 22 T 45 N R 6 E (Lat: 38.629572,  Lng: -90.329789),  Route carried "on" structure: Interstate 64,  Year Built: 2008,  Status: Open,  Structure Length: 1.41m (4.63ft),  Average Daily Traffic: 163,129 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 203,911 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: CST LACLEDE STATION RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.338,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 46.3m (151.9ft),  Out-to-Out Width: 47.1m (154.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3225,  Location: S 23 T 32 N R 4 E (Lat: 37.444158,  Lng: -90.572486),  Route carried "on" structure: State highway E,  Year Built: 1978,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,107 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,550 (year 2041),  Design Load: H 15,  Features Intersected: MARBLE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.863,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: October 2021

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Structure Number: 3225,  Location: S 23 T 45 N R 6 E (Lat: 38.629033,  Lng: -90.319733),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 26,602 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 37,243 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: IS 64,  Facility Carried by Structure: BIG BEND BLVD E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.718,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 30.8m (101.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.6m (123.4ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 91.8 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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 32256,  Location: S 20 T 45 N R 6 E (Lat: 38.631647,  Lng: -90.354450),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 5.38m (17.65ft),  Average Daily Traffic: 1,778 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,667 (year 2041),  Design Load: HS 20,  Features Intersected: IS 64,  Facility Carried by Structure: MC CUTCHEON RD S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.851,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 82.8 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 32261,  Location: S 16 T 45 N R 6 E (Lat: 38.630361,  Lng: -90.346161),  Route carried "on" structure: Ramp State highway ,  Year Built: 2008,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 17,904 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,380 (year 2041),  Design Load: HS 20,  Features Intersected: CST S BRENTWOOD BLVD,  Facility Carried by Structure: RP IS170E TO IS64W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.521,  Lanes on structure: 1,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 32263,  Location: S 21 T 45 N R 6 E (Lat: 38.629450,  Lng: -90.343619),  Route carried "on" structure: Ramp State highway ,  Year Built: 2008,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 14,490 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 18,113 (year 2041),  Design Load: HS 20,  Features Intersected: IS 170,  Facility Carried by Structure: RP BRENTWOOD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.211,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 75.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 32264,  Location: S 21 T 45 N R 6 E (Lat: 38.630117,  Lng: -90.343822),  Route carried "on" structure: Ramp State highway ,  Year Built: 2008,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 9,164 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 11,455 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: IS 170,  Facility Carried by Structure: RP HANLEY DR TO IS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.776,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  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: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 32265,  Location: S 21 T 45 N R 6 E (Lat: 38.629708,  Lng: -90.343731),  Route carried "on" structure: Interstate 64,  Year Built: 2008,  Status: Open,  Structure Length: 2.82m (9.25ft),  Average Daily Traffic: 153,638 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 192,048 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: IS 170
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.116,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.2m (92.5ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 33.7m (110.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 71.1 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 32267,  Location: S 22 T 45 N R 6 E (Lat: 38.629322,  Lng: -90.323331),  Route carried "on" structure: Interstate 64,  Year Built: 2008,  Status: Open,  Structure Length: 1.54m (5.05ft),  Average Daily Traffic: 163,129 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 203,911 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: CST CLAYTONIA TER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.902,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.5m (67.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.4m (50.5ft),  Curb-To-Curb Width: 42.2m (138.5ft),  Out-to-Out Width: 43.0m (141.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3227,  Location: S 21 T 45 N R 6 E (Lat: 38.629867,  Lng: -90.346208),  Route carried "on" structure: Interstate 64,  Year Built: 2008,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 152,645 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 190,806 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: CST S BRENTWOOD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.896,  Lanes on structure: 6,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.7m (146.7ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 33.7m (110.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 35.1 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,  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: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3309,  Location: S 22 T 45 N R 6 E (Lat: 38.624683,  Lng: -90.329808),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Posted for load,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,750 (year 2040),  Design Load: HS 20,  Features Intersected: HAMPTON CR,  Facility Carried by Structure: LACLEDE STATION RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.110,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 36217,  Location: S 2484 T 45 N R 6 E (Lat: 38.623694,  Lng: -90.325889),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 750 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,013 (year 2040),  Features Intersected: CLAYTONIA CR,  Facility Carried by Structure: BREDELL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.9m (9.5ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: 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: December 2021

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Structure Number: 36413,  Location: S 22 T 45 N R 6 E (Lat: 38.628611,  Lng: -90.323889),  Route carried "on" structure: City street 369,  Year Built: 2020,  Status: Not yet open,  Structure Length: 0.83m (2.72ft),  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 675 (year 2040),  Design Load: HS 20,  Features Intersected: CLAYTONIA CR,  Facility Carried by Structure: LOVELLA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.1m (23.3ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: 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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 599,  Location: S 5 T 38 N R 25 W (Lat: 38.085583,  Lng: -93.707236),  Route carried "on" structure: State highway 13,  Year Built: 1963,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 14,335 (year 2021),  Truck Traffic: 31%,  Average Future Daily Traffic: 25,086 (year 2041),  Design Load: H 20,  Features Intersected: GALLINIPPER CR BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 269.229,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 599,  Location: S 16 T 45 N R 6 E (Lat: 38.629767,  Lng: -90.345719),  Route carried "on" structure: Interstate 64,  Year Built: 1956,  Status: Open,  Structure Length: 1.45m (4.76ft),  Average Daily Traffic: 152,645 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 190,806 (year 2041),  Design Load: HS 20,  Features Intersected: BLACK CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.958,  Lanes on structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 24.3 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,  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: 32119,  Location: S 21 T 45 N R 6 E (Lat: 38.630094,  Lng: -90.342281),  Route carried "under" structure: Ramp State highway ,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 9,164 (year 2021),  Truck Traffic: 19%,  Features Intersected: RP HANLEY DR TO IS64W,  Facility Carried by Structure: RP IS64W TO IS170W
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.645,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 71.4m (234.3ft)

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Structure Number: 32119,  Location: S 21 T 45 N R 6 E (Lat: 38.630094,  Lng: -90.342281),  Route carried "under" structure: Ramp State highway ,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 5,287 (year 2021),  Truck Traffic: 18%,  Features Intersected: RP HANLEY RD TO IS170W,  Facility Carried by Structure: RP IS64W TO IS170W
Minimum Vertical Clearance: 7.67m (25.16ft),  Kilometerpoint: 0.686,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 71.4m (234.3ft)

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Structure Number: 32223,  Location: S 23 T 45 N R 6 E (Lat: 38.628503,  Lng: -90.312547),  Route carried "under" structure: Interstate 64,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 80,377 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 64,  Facility Carried by Structure: BELLEVUE AVE S
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 53.852,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 32223,  Location: S 23 T 45 N R 6 E (Lat: 38.628503,  Lng: -90.312547),  Route carried "under" structure: Interstate 64,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 75,199 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 64,  Facility Carried by Structure: BELLEVUE AVE S
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 11.835,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 32224,  Location: S 22 T 45 N R 6 E (Lat: 38.629564,  Lng: -90.327756),  Route carried "under" structure: Interstate 64,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 81,301 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 64,  Facility Carried by Structure: BOLAND PL S
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 13.171,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 32224,  Location: S 22 T 45 N R 6 E (Lat: 38.629564,  Lng: -90.327756),  Route carried "under" structure: Interstate 64,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 81,828 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 64,  Facility Carried by Structure: BOLAND PL S
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 52.521,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 32228,  Location: S 23 T 45 N R 6 E (Lat: 38.628722,  Lng: -90.316461),  Route carried "under" structure: Interstate 64,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 80,377 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 64,  Facility Carried by Structure: HIGHLAND TER N
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 53.506,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 32228,  Location: S 23 T 45 N R 6 E (Lat: 38.628722,  Lng: -90.316461),  Route carried "under" structure: Interstate 64,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 75,199 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 64,  Facility Carried by Structure: HIGHLAND TER N
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 12.176,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 32229,  Location: S 16 T 45 N R 6 E (Lat: 38.631714,  Lng: -90.344650),  Route carried "under" structure: Ramp State highway ,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 313 (year 2021),  Truck Traffic: 19%,  Features Intersected: RP IS170E TO BRENTWOOD B,  Facility Carried by Structure: RP IS170E TO IS64W
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.351,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.9m (147.3ft)

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Structure Number: 32229,  Location: S 16 T 45 N R 6 E (Lat: 38.631714,  Lng: -90.344650),  Route carried "under" structure: Interstate 170,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 36,023 (year 2021),  Truck Traffic: 4%,  Features Intersected: IS 170
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 17.603,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.9m (147.3ft)

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Structure Number: 32232,  Location: S 21 T 45 N R 6 E (Lat: 38.629922,  Lng: -90.345244),  Route carried "under" structure: Interstate 64,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 76,075 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 64
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 50.966,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 75.9m (249.0ft)

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Structure Number: 32232,  Location: S 21 T 45 N R 6 E (Lat: 38.629922,  Lng: -90.345244),  Route carried "under" structure: City street ,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 37,774 (year 2021),  Truck Traffic: 5%,  Features Intersected: CST S BRENTWOOD BLVD,  Facility Carried by Structure: RP IS64E TO IS170W
Minimum Vertical Clearance: 14.05m (46.10ft),  Kilometerpoint: 3.674,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 75.9m (249.0ft)

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Structure Number: 32232,  Location: S 21 T 45 N R 6 E (Lat: 38.629922,  Lng: -90.345244),  Route carried "under" structure: Ramp State highway ,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 313 (year 2021),  Truck Traffic: 19%,  Features Intersected: RP IS170E TO BRENTWOOD B,  Facility Carried by Structure: RP IS64E TO IS170W
Minimum Vertical Clearance: 6.02m (19.75ft),  Kilometerpoint: 0.481,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 75.9m (249.0ft)

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Structure Number: 32232,  Location: S 21 T 45 N R 6 E (Lat: 38.629922,  Lng: -90.345244),  Route carried "under" structure: Interstate 170,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 41,344 (year 2021),  Truck Traffic: 6%,  Features Intersected: IS 170
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.245,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 75.9m (249.0ft)

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Structure Number: 32232,  Location: S 21 T 45 N R 6 E (Lat: 38.629922,  Lng: -90.345244),  Route carried "under" structure: Interstate 170,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 36,023 (year 2021),  Truck Traffic: 4%,  Features Intersected: IS 170
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 17.709,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 75.9m (249.0ft)

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Structure Number: 32232,  Location: S 21 T 45 N R 6 E (Lat: 38.629922,  Lng: -90.345244),  Route carried "under" structure: Ramp State highway ,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 9,164 (year 2021),  Truck Traffic: 19%,  Features Intersected: RP HANLEY DR TO IS64W,  Facility Carried by Structure: RP IS64E TO IS170W
Minimum Vertical Clearance: 8.28m (27.17ft),  Kilometerpoint: 0.867,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 75.9m (249.0ft)

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Structure Number: 32232,  Location: S 21 T 45 N R 6 E (Lat: 38.629922,  Lng: -90.345244),  Route carried "under" structure: Interstate 64,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 76,570 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 64
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 14.705,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 75.9m (249.0ft)

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Structure Number: 32233,  Location: S 21 T 45 N R 6 E (Lat: 38.629939,  Lng: -90.343253),  Route carried "under" structure: Interstate 64,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 78,169 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 64
Minimum Vertical Clearance: 7.75m (25.43ft),  Kilometerpoint: 51.222,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 75.0m (246.1ft)

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Structure Number: 32233,  Location: S 21 T 45 N R 6 E (Lat: 38.629939,  Lng: -90.343253),  Route carried "under" structure: Interstate 64,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 77,563 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 64
Minimum Vertical Clearance: 7.80m (25.59ft),  Kilometerpoint: 14.505,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 75.0m (246.1ft)

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Structure Number: 32233,  Location: S 21 T 45 N R 6 E (Lat: 38.629939,  Lng: -90.343253),  Route carried "under" structure: Ramp State highway ,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 9,164 (year 2021),  Truck Traffic: 19%,  Features Intersected: RP HANLEY DR TO IS64W,  Facility Carried by Structure: RP IS170E TO IS64E
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.750,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 75.0m (246.1ft)

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Structure Number: 32233,  Location: S 21 T 45 N R 6 E (Lat: 38.629939,  Lng: -90.343253),  Route carried "under" structure: Interstate 170,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 41,344 (year 2021),  Truck Traffic: 6%,  Features Intersected: IS 170
Minimum Vertical Clearance: 13.08m (42.91ft),  Kilometerpoint: 0.180,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 75.0m (246.1ft)

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Structure Number: 32249,  Location: S 22 T 45 N R 6 E (Lat: 38.629572,  Lng: -90.329789),  Route carried "under" structure: City street ,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 2,216 (year 2020),  Truck Traffic: 5%,  Features Intersected: CST LACLEDE STATION RD,  Facility Carried by Structure: IS 64 E
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 2.393,  Lanes on structure: 10,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 3225,  Location: S 23 T 45 N R 6 E (Lat: 38.629033,  Lng: -90.319733),  Route carried "under" structure: Interstate 64,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 75,199 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 64,  Facility Carried by Structure: BIG BEND BLVD E
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 12.466,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 37.6m (123.4ft)

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Structure Number: 3225,  Location: S 23 T 45 N R 6 E (Lat: 38.629033,  Lng: -90.319733),  Route carried "under" structure: Interstate 64,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 81,828 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 64,  Facility Carried by Structure: BIG BEND BLVD E
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 53.223,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 37.6m (123.4ft)

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Structure Number: 32256,  Location: S 20 T 45 N R 6 E (Lat: 38.631647,  Lng: -90.354450),  Route carried "under" structure: Interstate 64,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 76,570 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 64,  Facility Carried by Structure: MC CUTCHEON RD S
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 15.529,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 32256,  Location: S 20 T 45 N R 6 E (Lat: 38.631647,  Lng: -90.354450),  Route carried "under" structure: Interstate 64,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 76,075 (year 2021),  Truck Traffic: 12%,  Features Intersected: IS 64,  Facility Carried by Structure: MC CUTCHEON RD S
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 50.168,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 32261,  Location: S 16 T 45 N R 6 E (Lat: 38.630361,  Lng: -90.346161),  Route carried "under" structure: City street ,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 32,753 (year 2021),  Truck Traffic: 5%,  Features Intersected: CST S BRENTWOOD BLVD,  Facility Carried by Structure: RP IS170E TO IS64W
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 2.303,  Lanes on structure: 1,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 32261,  Location: S 16 T 45 N R 6 E (Lat: 38.630361,  Lng: -90.346161),  Route carried "under" structure: City street ,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 14,616 (year 2021),  Truck Traffic: 5%,  Features Intersected: CST S BRENTWOOD BLVD,  Facility Carried by Structure: RP IS170E TO IS64W
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 3.767,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 32263,  Location: S 21 T 45 N R 6 E (Lat: 38.629450,  Lng: -90.343619),  Route carried "under" structure: Interstate 170,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 41,344 (year 2021),  Truck Traffic: 6%,  Features Intersected: IS 170,  Facility Carried by Structure: RP BRENTWOOD BLVD
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 0.040,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 32263,  Location: S 21 T 45 N R 6 E (Lat: 38.629450,  Lng: -90.343619),  Route carried "under" structure: Interstate 170,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 36,023 (year 2021),  Truck Traffic: 4%,  Features Intersected: IS 170,  Facility Carried by Structure: RP BRENTWOOD BLVD
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 17.877,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 28.3m (92.8ft)