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

Find on map >>   Show street view

Structure Number: 15536,  Location: S 11 T 47 N R 6 E (Lat: 38.825383,  Lng: -90.311756),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Posted for load,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 19,702 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,598 (year 2040),  Design Load: HS 20,  Features Intersected: NEW HALLS FERRY CR,  Facility Carried by Structure: PATTERSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 15553,  Location: S 22 T 47 N R 6 E (Lat: 38.802467,  Lng: -90.332442),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Posted for load,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 26,848 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 36,245 (year 2040),  Design Load: HS 20,  Features Intersected: DANIEL BOONE CR,  Facility Carried by Structure: PATTERSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 0.19m (0.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $253,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $379,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 15554,  Location: S 28 T 47 N R 6 E (Lat: 38.794761,  Lng: -90.334583),  Route carried "on" structure: County highway ,  Year Built: 1930,  Year Reconstructed: 1989,  Status: Posted for load,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 7,386 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,971 (year 2040),  Features Intersected: FOUNTAIN CR,  Facility Carried by Structure: WASHINGTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 63.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 15555,  Location: S 27 T 47 N R 6 E (Lat: 38.784583,  Lng: -90.317683),  Route carried "on" structure: County highway ,  Year Built: 1963,  Year Reconstructed: 1987,  Status: Posted for load,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 7,794 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,522 (year 2040),  Design Load: HS 20,  Features Intersected: BR OF COLD WATER C,  Facility Carried by Structure: WASHINGTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Good,  Channel: Good,  Operating Rating: 80.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.17m (0.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $336,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $504,000 ( Estimate for 2022),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 15556,  Location: S 28 T 47 N R 6 E (Lat: 38.795572,  Lng: -90.336906),  Route carried "on" structure: County highway ,  Year Built: 1930,  Year Reconstructed: 1988,  Status: Posted for load,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 17,556 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 23,701 (year 2040),  Features Intersected: COLD WATER CR,  Facility Carried by Structure: WASHINGTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.4m (76.8ft)

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: 52.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 15663,  Location: S 22 T 47 N R 6 E (Lat: 38.795358,  Lng: -90.294286),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Posted for load,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 6,833 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,225 (year 2040),  Design Load: HS 20,  Features Intersected: PADDOCK CR,  Facility Carried by Structure: PARKER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.6 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 2021

Find on map >>   Show street view

Structure Number: 15666,  Location: S 15 T 47 N R 6 E (Lat: 38.815903,  Lng: -90.323094),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Posted for load,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 19,778 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,700 (year 2040),  Features Intersected: LAWNVIEW CR,  Facility Carried by Structure: PATTERSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

Find on map >>   Show street view

Structure Number: 15667,  Location: S 27 T 47 N R 6 E (Lat: 38.782969,  Lng: -90.324725),  Route carried "on" structure: County highway ,  Year Built: 1961,  Status: Posted for load,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 24,597 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 33,206 (year 2040),  Design Load: HS 20,  Features Intersected: FOUNTAIN CR,  Facility Carried by Structure: NEW FLORISSANT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 75.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.6 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 2021

Find on map >>   Show street view

Structure Number: 17244,  Location: S 176 T 47 N R 6 E (Lat: 38.804722,  Lng: -90.334883),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,350 (year 2040),  Features Intersected: DANIEL BOONE CR,  Facility Carried by Structure: FLORISSANT PARK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

Find on map >>   Show street view

Structure Number: 17245,  Location: S 176 T 47 N R 6 E (Lat: 38.808917,  Lng: -90.340756),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Posted for load,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 800 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,080 (year 2040),  Features Intersected: DANIEL BOONE CR,  Facility Carried by Structure: GREELEY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Fair,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 15.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

Find on map >>   Show street view

Structure Number: 17246,  Location: S 176 T 47 N R 6 E (Lat: 38.810503,  Lng: -90.343278),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Posted for load,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 800 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,080 (year 2040),  Features Intersected: DANIEL BOONE CR,  Facility Carried by Structure: LOVELAND DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

Find on map >>   Show street view

Structure Number: 17247,  Location: S 176 T 47 N R 6 E (Lat: 38.819394,  Lng: -90.333128),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,350 (year 2040),  Design Load: HS 20,  Features Intersected: LAWNVIEW CR,  Facility Carried by Structure: PALM DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

Find on map >>   Show street view

Structure Number: 17248,  Location: S 1202 T 47 N R 6 E (Lat: 38.796622,  Lng: -90.333503),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 675 (year 2040),  Design Load: HS 20,  Features Intersected: FOUNTAIN CR,  Facility Carried by Structure: RUE ST. FRANCOIS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 64.8 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1725,  Location: S 8 T 31 N R 14 W (Lat: 37.412767,  Lng: -92.498394),  Route carried "on" structure: State highway H,  Year Built: 1967,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 430 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 667 (year 2041),  Design Load: H 15,  Features Intersected: ELK CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.295,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 34.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1725,  Location: S 1202 T 47 N R 6 E (Lat: 38.780664,  Lng: -90.321078),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 3,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,050 (year 2040),  Design Load: HS 20,  Features Intersected: NEW FOUNTAIN CR,  Facility Carried by Structure: DERHAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

Find on map >>   Show street view

Structure Number: 17253,  Location: S 1202 T 47 N R 6 E (Lat: 38.797886,  Lng: -90.301239),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 4,970 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,710 (year 2040),  Design Load: H 20,  Features Intersected: PADDOCK CR,  Facility Carried by Structure: WATERFORD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Very good,  Culverts: Fair,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

Find on map >>   Show street view

Structure Number: 17254,  Location: S 176 T 47 N R 6 E (Lat: 38.798833,  Lng: -90.333008),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 3,983 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,377 (year 2040),  Design Load: HS 20,  Features Intersected: COLD WATER CR,  Facility Carried by Structure: RUE ST DENIS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 17255,  Location: S 1202 T 47 N R 6 E (Lat: 38.798625,  Lng: -90.332597),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 3,983 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,377 (year 2040),  Design Load: HS 20,  Features Intersected: FOUNTAIN CR,  Facility Carried by Structure: RUE ST DENIS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 17256,  Location: S 1202 T 47 N R 6 E (Lat: 38.799761,  Lng: -90.309869),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 4,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,400 (year 2040),  Design Load: HS 20,  Features Intersected: PADDOCK CR,  Facility Carried by Structure: PADDOCK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  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: 7.8m (25.6ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Channel: Very good,  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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.18m (0.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $85,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $128,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 17257,  Location: S 1202 T 46 N R 6 E (Lat: 38.783628,  Lng: -90.329667),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 2,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,700 (year 2040),  Design Load: HS 20,  Features Intersected: FOUNTAIN CR,  Facility Carried by Structure: LAFAYETTE ST
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: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Channel: Excellent,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

Find on map >>   Show street view

Structure Number: 17259,  Location: S 1202 T 47 N R 6 E (Lat: 38.783761,  Lng: -90.315331),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,750 (year 2040),  Design Load: HS 20,  Features Intersected: ST ANTHONY CR,  Facility Carried by Structure: ST ANTHONY LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 28388,  Location: S 4 T 46 N R 7 E (Lat: 38.811497,  Lng: -90.354239),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 390 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 527 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STORMWATER CR,  Facility Carried by Structure: TORERO LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: January 2022

Find on map >>   Show street view

Structure Number: 28931,  Location: S 5 T 47 N R 6 E (Lat: 38.783839,  Lng: -90.318192),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 700 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 945 (year 2040),  Design Load: HS 20,  Features Intersected: ST ANTHONY CR,  Facility Carried by Structure: ST MALACHY LN
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),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  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: 11.9m (39.0ft)

Condition: Channel: Excellent,  Culverts: Good,  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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

Find on map >>   Show street view

Structure Number: 29207,  Location: S 939 T 47 N R 6 E (Lat: 38.775461,  Lng: -90.334911),  Route carried "on" structure: Interstate 270,  Year Built: 2002,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 57,151 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 71,439 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: CST NORTH HANLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.235,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 23.7m (77.8ft)

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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 29225,  Location: S 939 T 47 N R 6 E (Lat: 38.775617,  Lng: -90.334928),  Route carried "on" structure: Interstate 270,  Year Built: 2002,  Status: Open,  Structure Length: 7.08m (23.23ft),  Average Daily Traffic: 55,441 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 69,301 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: CST NORTH HANLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.249,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.9 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 30098,  Location: S 1202 T 47 N R 6 E (Lat: 38.783072,  Lng: -90.322828),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,350 (year 2040),  Design Load: HS 20,  Features Intersected: ST ANTHONY CR,  Facility Carried by Structure: S CASTELLO ST
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),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Channel: Very good,  Culverts: Very 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 31761,  Location: S 1202 T 47 N R 6 E (Lat: 38.781808,  Lng: -90.312267),  Route carried "on" structure: City street 150,  Year Built: 2006,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 250 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 338 (year 2040),  Design Load: HS 20,  Features Intersected: ST ANTHONY CR,  Facility Carried by Structure: ST EDWARD LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 58.5 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  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: Bituminous

Find on map >>   Show street view

Structure Number: 32715,  Location: S 28 T 47 N R 6 E (Lat: 38.788681,  Lng: -90.334972),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Posted for load,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 21,018 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 28,374 (year 2040),  Design Load: HS 20,  Features Intersected: FOUNTAIN CR,  Facility Carried by Structure: GRAHAM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.605,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 90.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.0 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 35132,  Location: S 1202 T 47 N R 6 E (Lat: 38.795417,  Lng: -90.310089),  Route carried "on" structure: County highway ,  Year Built: 2016,  Status: Open,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 8,057 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,877 (year 2040),  Features Intersected: BURNING TREE CR,  Facility Carried by Structure: PARKER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.5m (37.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 75.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.5 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 35172,  Location: S 16 T 47 N R 6 E (Lat: 38.812056,  Lng: -90.350806),  Route carried "on" structure: County highway ,  Year Built: 2015,  Status: Open,  Structure Length: 1.48m (4.86ft),  Average Daily Traffic: 31,325 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 42,289 (year 2040),  Design Load: HS 20,  Features Intersected: DANIEL BOONE CR,  Facility Carried by Structure: SHACKELFORD RD
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),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 49.5 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: Equal to present desirable 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: April 2020

Find on map >>   Show street view

Structure Number: 35532,  Location: S 1202 T 47 N R 6 E (Lat: 38.781861,  Lng: -90.322083),  Route carried "on" structure: City street ,  Year Built: 2018,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,750 (year 2040),  Features Intersected: FOUNTAIN CR,  Facility Carried by Structure: ST ANTHONY LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.0m (26.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Other

Find on map >>   Show street view

Structure Number: 36411,  Location: S 33 T 46 N R 6 E (Lat: 38.777039,  Lng: -90.350461),  Route carried "on" structure: Interstate 270,  Year Built: 2020,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 59,283 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 74,104 (year 2041),  Features Intersected: COLDWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.943,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.1m (72.5ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 35.9m (117.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 36416,  Location: S 939 T 47 N R 6 E (Lat: 38.777181,  Lng: -90.350369),  Route carried "on" structure: Interstate 270,  Year Built: 2020,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 61,641 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 77,051 (year 2041),  Features Intersected: COLDWATER CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.624,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.1m (72.5ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 38.2m (125.3ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 36424,  Location: S 31 T 47 N R 7 E (Lat: 38.771239,  Lng: -90.279939),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 5.59m (18.34ft),  Average Daily Traffic: 26,149 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,609 (year 2041),  Features Intersected: IS 270,  Facility Carried by Structure: WEST FLORISSANT AV
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 1.286,  Lanes on structure: 9,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 43.2m (141.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3692,  Location: S 939 T 47 N R 6 E (Lat: 38.777647,  Lng: -90.349936),  Route carried "on" structure: ServiceState highway 270,  Year Built: 1989,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 12,352 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,528 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: COLDWATER CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.682,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.0m (39.4ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.9 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3693,  Location: S 939 T 47 N R 6 E (Lat: 38.782089,  Lng: -90.357367),  Route carried "on" structure: US 67,  Year Built: 1989,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 43,011 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 60,215 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CST LYNN HAVEN LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.148,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 648,  Location: S 34 T 47 N R 6 E (Lat: 38.773614,  Lng: -90.317078),  Route carried "on" structure: Interstate 270,  Year Built: 1960,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 59,765 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 74,706 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RT N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.804,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Serious,  Superstructure: Poor,  Substructure: Fair,  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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,137,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $1,706,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: 6481,  Location: S 34 T 47 N R 6 E (Lat: 38.773767,  Lng: -90.317197),  Route carried "on" structure: Interstate 270,  Year Built: 1960,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 67,080 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 83,850 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RT N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.701,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Serious,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 54.9 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,137,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $1,706,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: 863,  Location: S 175 T 47 N R 6 E (Lat: 38.799919,  Lng: -90.331797),  Route carried "on" structure: US 67,  Year Built: 1968,  Year Reconstructed: 1988,  Status: Posted for load,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 21,936 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,710 (year 2041),  Design Load: HS 20,  Features Intersected: COLDWATER CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.080,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  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,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.75m (2.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,244,000,  Roadway Improvement Cost: $124,000,  Total Project Cost: $1,867,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: 864,  Location: S 1202 T 47 N R 6 E (Lat: 38.801125,  Lng: -90.314003),  Route carried "on" structure: US 67,  Year Built: 1968,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 21,936 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,710 (year 2041),  Design Load: HS 20,  Features Intersected: BR COLDWATER CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.440,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  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: Poor,  Operating Rating: 93.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.16m (0.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $375,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 865,  Location: S 104 T 47 N R 6 E (Lat: 38.813364,  Lng: -90.290936),  Route carried "on" structure: US 67,  Year Built: 1969,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 17,902 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 25,063 (year 2041),  Design Load: HS 20,  Features Intersected: COLDWATER CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.986,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: 29207,  Location: S 939 T 47 N R 6 E (Lat: 38.775461,  Lng: -90.334911),  Route carried "under" structure: City street ,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 23,990 (year 2021),  Truck Traffic: 5%,  Features Intersected: CST NORTH HANLEY RD,  Facility Carried by Structure: IS 270 E
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.019,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

Find on map >>   Show street view

Structure Number: 29225,  Location: S 939 T 47 N R 6 E (Lat: 38.775617,  Lng: -90.334928),  Route carried "under" structure: City street ,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 23,990 (year 2021),  Truck Traffic: 5%,  Features Intersected: CST NORTH HANLEY RD,  Facility Carried by Structure: IS 270 W
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

Find on map >>   Show street view

Structure Number: 36424,  Location: S 31 T 47 N R 7 E (Lat: 38.771239,  Lng: -90.279939),  Route carried "under" structure: Interstate 270,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 61,094 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 270,  Facility Carried by Structure: WEST FLORISSANT AV
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 9.481,  Lanes on structure: 9,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 30.7m (100.7ft)