Bridge Statistics for Bonne Terre, Missouri (MO) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 32275,  Location: S 13 T 37 N R 4 E (Lat: 37.912500,  Lng: -90.531389),  Route carried "on" structure: US 67,  Year Built: 2008,  Status: Not yet open,  Structure Length: 3.22m (10.56ft),  Average Daily Traffic: 12,090 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 21,157 (year 2028),  Features Intersected: ORCHARD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 138.088,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.2m (105.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: 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: 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: January 2008,  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: 32278,  Location: S 13 T 37 N R 4 E (Lat: 37.912500,  Lng: -90.531389),  Route carried "on" structure: US 67,  Year Built: 2008,  Status: Not yet open,  Structure Length: 3.22m (10.56ft),  Average Daily Traffic: 11,770 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,597 (year 2028),  Features Intersected: OLD ORCHARD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 180.900,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.2m (105.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: 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: 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: January 2008,  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: 471,  Location: S 467 T 37 N R 4 E (Lat: 37.923333,  Lng: -90.535000),  Route carried "on" structure: US 67,  Year Built: 1959,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 11,770 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,597 (year 2027),  Design Load: H 20,  Features Intersected: MO 47
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 182.186,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Built-up,  Deck Protection: Internally Sealed

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Structure Number: 472,  Location: S 29 T 37 N R 5 E (Lat: 37.883333,  Lng: -90.508333),  Route carried "on" structure: US 67,  Year Built: 1959,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 10,887 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 19,052 (year 2028),  Design Load: H 20,  Features Intersected: MO 8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 176.465,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 55.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.52m (1.71ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Other Special Inspection Date: October 2007,  Bridge Improvement Cost: $236,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $354,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Internally Sealed

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Structure Number: 784,  Location: S 467 T 37 N R 4 E (Lat: 37.923333,  Lng: -90.535000),  Route carried "on" structure: US 67,  Year Built: 1959,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 8,820 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,435 (year 2027),  Design Load: H 20,  Features Intersected: MO 47
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 136.733,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 40.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Built-up,  Deck Protection: Bituminous

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Structure Number: 785,  Location: S 29 T 37 N R 5 E (Lat: 37.883333,  Lng: -90.508333),  Route carried "on" structure: US 67,  Year Built: 1959,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 11,999 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,998 (year 2028),  Design Load: H 20,  Features Intersected: MO 8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 142.456,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 56.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Other Special Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Built-up,  Deck Protection: Bituminous

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Structure Number: 32275,  Location: S 13 T 37 N R 4 E (Lat: 37.912500,  Lng: -90.531389),  Route carried "under" structure: County highway ,  Year Built: 2008,  Structure Length: 3.22m (10.56ft),  Average Daily Traffic: 100 (year 2008),  Truck Traffic: 10%,  Features Intersected: ORCHARD RD,  Facility Carried by Structure: US 67 S
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 32.2m (105.6ft)

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Structure Number: 471,  Location: S 467 T 37 N R 4 E (Lat: 37.923333,  Lng: -90.535000),  Route carried "under" structure: State highway 47,  Year Built: 1959,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 15,320 (year 2006),  Truck Traffic: 10%,  Features Intersected: MO 47,  Facility Carried by Structure: US 67 N
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 192.116,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 472,  Location: S 29 T 37 N R 5 E (Lat: 37.883333,  Lng: -90.508333),  Route carried "under" structure: State highway 8,  Year Built: 1959,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 13,092 (year 2006),  Truck Traffic: 10%,  Features Intersected: MO 8,  Facility Carried by Structure: US 67 N
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 116.045,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 784,  Location: S 467 T 37 N R 4 E (Lat: 37.923333,  Lng: -90.535000),  Route carried "under" structure: State highway 47,  Year Built: 1959,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 15,320 (year 2006),  Truck Traffic: 10%,  Features Intersected: MO 47,  Facility Carried by Structure: US 67 S
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 192.095,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 785,  Location: S 29 T 37 N R 5 E (Lat: 37.883333,  Lng: -90.508333),  Route carried "under" structure: State highway 8,  Year Built: 1959,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 13,092 (year 2006),  Truck Traffic: 10%,  Features Intersected: MO 8,  Facility Carried by Structure: US 67 S
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 116.023,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)