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

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Structure Number: 11736,  Location: S 2504 T 46 N R 6 E (Lat: 38.737411,  Lng: -90.302261),  Route carried "on" structure: State highway N,  Year Built: 1997,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 26,940 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 37,716 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MALINE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.334,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Inventory Rating: 61.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 15529,  Location: S 5 T 46 N R 7 E (Lat: 38.762722,  Lng: -90.256453),  Route carried "on" structure: County highway ,  Year Built: 1956,  Status: Posted for load,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 2,921 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,943 (year 2040),  Design Load: HS 20,  Features Intersected: BLACK JACK CR,  Facility Carried by Structure: VORHOF DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.27m (0.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $232,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $349,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15547,  Location: S 12 T 46 N R 6 E (Lat: 38.738739,  Lng: -90.296172),  Route carried "on" structure: County highway ,  Year Built: 1961,  Year Reconstructed: 1993,  Status: Posted for load,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 6,782 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,156 (year 2040),  Design Load: HS 20,  Features Intersected: MALINE CR,  Facility Carried by Structure: BERMUDA DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 15665,  Location: S 6 T 46 N R 7 E (Lat: 38.758869,  Lng: -90.279719),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 28,747 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 38,808 (year 2040),  Design Load: HS 20,  Features Intersected: DELLWOOD CR,  Facility Carried by Structure: W FLORISSANT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  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: Allowable Stress (AS),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 15668,  Location: S 1 T 46 N R 6 E (Lat: 38.760514,  Lng: -90.283214),  Route carried "on" structure: County highway ,  Year Built: 1920,  Status: Posted for load,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,924 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,947 (year 2040),  Features Intersected: DELWOOD CR,  Facility Carried by Structure: HUDSON DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.276,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 6.7m (22.0ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.13m (0.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $85,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $128,000 ( Estimate for 2022)

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Structure Number: 17112,  Location: S 393 T 46 N R 7 E (Lat: 38.739075,  Lng: -90.268375),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,025 (year 2040),  Design Load: HS 20,  Features Intersected: MALINE CR,  Facility Carried by Structure: GLENOWEN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 17113,  Location: S 2689 T 46 N R 6 E (Lat: 38.742014,  Lng: -90.302369),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Posted for load,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 4,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,400 (year 2040),  Features Intersected: TRIB OF MALINE CR,  Facility Carried by Structure: ADAMS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  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: Fair,  Operating Rating: 31.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 17115,  Location: S 393 T 46 N R 6 E (Lat: 38.737294,  Lng: -90.287972),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Posted for load,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 5,973 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,064 (year 2040),  Design Load: HS 20,  Features Intersected: MALINE CR,  Facility Carried by Structure: FERGUSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 31.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 0.44m (1.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $708,000,  Roadway Improvement Cost: $71,000,  Total Project Cost: $1,063,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28622,  Location: S 2 T 46 N R 6 E (Lat: 38.750992,  Lng: -90.315097),  Route carried "on" structure: City street ,  Year Built: 1955,  Year Reconstructed: 2001,  Status: Posted for load,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 1,820 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,457 (year 2040),  Design Load: HS 20,  Features Intersected: NS RR,  Facility Carried by Structure: DADE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28933,  Location: S 2689 T 46 N R 6 E (Lat: 38.738969,  Lng: -90.299764),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 3,420 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,617 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB OF MALINE CR,  Facility Carried by Structure: PAUL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 44.1 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 30698,  Location: S 7 T 46 N R 7 E (Lat: 38.738697,  Lng: -90.278394),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Posted for load,  Structure Length: 2.91m (9.55ft),  Average Daily Traffic: 28,373 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 38,304 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: MALINE CR,  Facility Carried by Structure: W FLORISSANT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 35632,  Location: S 32 T 47 N R 7 E (Lat: 38.765894,  Lng: -90.259503),  Route carried "on" structure: County highway ,  Year Built: 2018,  Status: Not yet open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 10,330 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,946 (year 2040),  Features Intersected: HALLS FERRY CR,  Facility Carried by Structure: OLD HALLS FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 69.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 36365,  Location: S 31 T 47 N R 7 E (Lat: 38.770931,  Lng: -90.260669),  Route carried "on" structure: County highway ,  Year Built: 2020,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 10,388 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,543 (year 2041),  Features Intersected: IS 270, IS 270,  Facility Carried by Structure: OLD HALLS FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.405,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 86.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 3637,  Location: S 31 T 47 N R 7 E (Lat: 38.772739,  Lng: -90.307731),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 6.18m (20.28ft),  Average Daily Traffic: 11,650 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,310 (year 2041),  Features Intersected: IS 270,  Facility Carried by Structure: ELIZABETH AVE S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 83.7 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: Superior to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  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: 36371,  Location: S 31 T 47 N R 7 E (Lat: 38.772781,  Lng: -90.308111),  Route carried "on" structure: Ramp State highway ,  Year Built: 2020,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 2,000 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,000 (year 2041),  Features Intersected: IS 270,  Facility Carried by Structure: CO IS270E TO ELIZA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.134,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.9m (78.4ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 94.5 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  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: 36518,  Location: S 2504 T 46 N R 6 W (Lat: 38.737411,  Lng: -90.302261),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 26,955 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,389 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: MALINE CR,  Facility Carried by Structure: FLORISSANT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.334,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Inventory Rating: 61.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 5568,  Location: S 31 T 47 N R 7 E (Lat: 38.770958,  Lng: -90.267817),  Route carried "on" structure: Interstate 270,  Year Built: 1931,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 121,822 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 152,278 (year 2041),  Design Load: HS 20,  Features Intersected: MALINE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.129,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.14m (0.46ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $375,000 ( Estimate for 2022)

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Structure Number: 6164,  Location: S 14 T 46 N R 6 E (Lat: 38.729033,  Lng: -90.301894),  Route carried "on" structure: State highway N,  Year Built: 1949,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 17,240 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,136 (year 2041),  Design Load: HS 20,  Features Intersected: BALL CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.272,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 903,  Location: S 31 T 47 N R 7 E (Lat: 38.769622,  Lng: -90.265356),  Route carried "on" structure: State highway AC,  Year Built: 1968,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 13,900 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,460 (year 2041),  Design Load: HS 20,  Features Intersected: BR MALINE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.351,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 26 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 3637,  Location: S 31 T 47 N R 7 E (Lat: 38.772739,  Lng: -90.307731),  Route carried "under" structure: Interstate 270,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 67,949 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 270,  Facility Carried by Structure: ELIZABETH AVE S
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 11.908,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 3637,  Location: S 31 T 47 N R 7 E (Lat: 38.772739,  Lng: -90.307731),  Route carried "under" structure: Interstate 270,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 66,681 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 270,  Facility Carried by Structure: ELIZABETH AVE S
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 45.662,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 36371,  Location: S 31 T 47 N R 7 E (Lat: 38.772781,  Lng: -90.308111),  Route carried "under" structure: Interstate 270,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 66,681 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 270
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 45.622,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 23.9m (78.4ft)

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Structure Number: 36371,  Location: S 31 T 47 N R 7 E (Lat: 38.772781,  Lng: -90.308111),  Route carried "under" structure: Interstate 270,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 67,080 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 270
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 11.938,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 23.9m (78.4ft)