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

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Structure Number: 13055,  Location: S 34 T 46 N R 7 E (Lat: 38.763333,  Lng: -90.213333),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 300 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 405 (year 2025),  Design Load: HS 20,  Features Intersected: WATKINS CR,  Facility Carried by Structure: BELLGROVE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 13057,  Location: S 3 T 46 N R 7 E (Lat: 38.758333,  Lng: -90.218333),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Posted for load,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 1,000 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,600 (year 2025),  Features Intersected: BNSF RR,  Facility Carried by Structure: SHEPLEY 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: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.0m,  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.5 metric tons,  Inventory Rating: 16.2 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.47m (1.54ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $191,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $287,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15546,  Location: S 9 T 46 N R 7 E (Lat: 38.736667,  Lng: -90.225000),  Route carried "on" structure: City street ,  Year Built: 1922,  Year Reconstructed: 1987,  Status: Posted for load,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 14,940 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,904 (year 2026),  Design Load: HS 20,  Features Intersected: MALINE CR,  Facility Carried by Structure: BELLEFONTAINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 56.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Underwater Inspection Date: May 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 15548,  Location: S 3 T 46 N R 7 E (Lat: 38.750000,  Lng: -90.220000),  Route carried "on" structure: City street ,  Year Built: 1936,  Year Reconstructed: 1991,  Status: Posted for load,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 9,970 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,952 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: BNSF RR,  Facility Carried by Structure: CHAMBERS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  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: 19.7m (64.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 61.2 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,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 15669,  Location: S 1 T 46 N R 6 E (Lat: 38.748333,  Lng: -90.230000),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 11,430 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,288 (year 2026),  Design Load: HS 20,  Features Intersected: DELWOOD CR,  Facility Carried by Structure: CHAMBERS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 49.5 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: 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: 0.14m (0.46ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Underwater Inspection Date: May 2006,  Bridge Improvement Cost: $61,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $91,000 ( Estimate for 2008)

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Structure Number: 188,  Location: S 35 T 47 N R 7 E (Lat: 38.768333,  Lng: -90.203333),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Posted for load,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 6,150 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,225 (year 2028),  Design Load: H 20,  Features Intersected: IS 270,  Facility Carried by Structure: LILAC AVE S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.967,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 43.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 209,  Location: S 34 T 47 N R 7 E (Lat: 38.770000,  Lng: -90.220000),  Route carried "on" structure: Interstate 270,  Year Built: 1961,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 47,633 (year 2004),  Truck Traffic: 11%,  Average Future Daily Traffic: 59,541 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: CST BELLEFONTAINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.205,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 51.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.0 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21,  Location: S 34 T 47 N R 7 E (Lat: 38.770000,  Lng: -90.220000),  Route carried "on" structure: Interstate 270,  Year Built: 1961,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 35,709 (year 2004),  Truck Traffic: 11%,  Average Future Daily Traffic: 44,636 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: CST BELLEFONTAINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.300,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29008,  Location: S 4 T 46 N R 7 E (Lat: 38.751667,  Lng: -90.238333),  Route carried "on" structure: State highway 367,  Year Built: 2002,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 19,160 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 23,950 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: CST CHAMBERS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.809,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 93.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  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: 4007,  Location: S 6 T 43 N R 7 E (Lat: 38.486667,  Lng: -90.276667),  Route carried "on" structure: Interstate 255,  Year Built: 1990,  Status: Open,  Structure Length: 122.01m (400.30ft),  Average Daily Traffic: 31,562 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 39,452 (year 2028),  Design Load: HS 20,  Features Intersected: MISSISSIPPI RVR, UP RR
Minimum Vertical Clearance: 6.09m (19.98ft),  Kilometerpoint: 5.900,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Navigation Control: Yes ( Vertical Clearance: 18.5m (60.7ft), Horizontal Clearance: 259.0m (849.7ft)),  Material/Design: Steel,  Design/Construction: Arch - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 14,  Length of Maximum Span: 277.4m (910.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: 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,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Critical Feature Inspection Date: May 2007,  Underwater Inspection Date: July 2007,  Other Special Inspection Date: May 2007,  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: 5408,  Location: S 34 T 47 N R 7 E (Lat: 38.770000,  Lng: -90.208333),  Route carried "on" structure: State highway 270,  Year Built: 1931,  Year Reconstructed: 1979,  Status: Posted for load,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 5,388 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,082 (year 2028),  Design Load: H 20,  Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.979,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 12.6m (41.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 33.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.0 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Built-up

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Structure Number: 5412,  Location: S 34 T 47 N R 7 E (Lat: 38.771667,  Lng: -90.223333),  Route carried "on" structure: Interstate 270,  Year Built: 1931,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 95,839 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 119,798 (year 2028),  Design Load: HS 20,  Features Intersected: WATKINS CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.121,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  Operating Rating: 58.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.18m (0.59ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $225,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $337,000 ( Estimate for 2008)

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Structure Number: 5416,  Location: S 114 T 47 N R 7 E (Lat: 38.768333,  Lng: -90.188333),  Route carried "on" structure: Interstate 270,  Year Built: 1931,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 59,921 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 74,901 (year 2028),  Design Load: HS 20,  Features Intersected: WATKINS CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.811,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 26 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 58.5 metric tons,  Inventory Rating: 32.4 metric tons,  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 2007

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Structure Number: 6482,  Location: S 34 T 47 N R 7 E (Lat: 38.768333,  Lng: -90.205000),  Route carried "on" structure: Interstate 270,  Year Built: 1958,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 35,279 (year 2004),  Truck Traffic: 11%,  Average Future Daily Traffic: 44,098 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.277,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  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: 6483,  Location: S 34 T 47 N R 7 E (Lat: 38.768333,  Lng: -90.205000),  Route carried "on" structure: Interstate 270,  Year Built: 1958,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 35,709 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 44,636 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.233,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 85.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  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: 188,  Location: S 35 T 47 N R 7 E (Lat: 38.768333,  Lng: -90.203333),  Route carried "under" structure: Interstate 270,  Year Built: 1961,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 29,844 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 270,  Facility Carried by Structure: LILAC AVE S
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 2.742,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 188,  Location: S 35 T 47 N R 7 E (Lat: 38.768333,  Lng: -90.203333),  Route carried "under" structure: Interstate 270,  Year Built: 1961,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 35,279 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 270,  Facility Carried by Structure: LILAC AVE S
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 54.811,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 209,  Location: S 34 T 47 N R 7 E (Lat: 38.770000,  Lng: -90.220000),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 17,624 (year 2006),  Truck Traffic: 10%,  Features Intersected: CST BELLEFONTAINE RD,  Facility Carried by Structure: IS 270 E
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 6.666,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 21,  Location: S 34 T 47 N R 7 E (Lat: 38.770000,  Lng: -90.220000),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 18,498 (year 2006),  Truck Traffic: 10%,  Features Intersected: CST BELLEFONTAINE RD,  Facility Carried by Structure: IS 270 W
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 6.647,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 19.5m (64.0ft)