Bridge Statistics for Town and Country, Missouri (MO) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 12031,  Location: S 34 T 45 N R 5 E (Lat: 38.606667,  Lng: -90.453333),  Route carried "on" structure: State highway 100,  Year Built: 1999,  Status: Open,  Structure Length: 45.45m (149.11ft),  Average Daily Traffic: 22,393 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 27,991 (year 2028),  Design Load: HS 25,  Features Intersected: IS 270, RP IS270W TO MO1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.696,  Lanes on structure: 4,  Lanes under structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 41.0m (134.5ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 67.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.0 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 15566,  Location: S 7 T 45 N R 5 E (Lat: 38.648333,  Lng: -90.510000),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Posted for load,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 8,120 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,992 (year 2026),  Design Load: HS 20,  Features Intersected: BR CREVE COEUR CR,  Facility Carried by Structure: CONWAY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  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: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.18m (0.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $85,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $128,000 ( Estimate for 2008),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15568,  Location: S 8 T 45 N R 5 E (Lat: 38.661667,  Lng: -90.478333),  Route carried "on" structure: County highway ,  Year Built: 1957,  Status: Posted for load,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 7,890 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,624 (year 2026),  Design Load: HS 20,  Features Intersected: SMITH CR,  Facility Carried by Structure: MASON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.7 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 minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.18m (0.59ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  Underwater Inspection Date: Febuary 2006,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $188,000 ( Estimate for 2008),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2369,  Location: S 20 T 45 N R 5 E (Lat: 38.613333,  Lng: -90.483333),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Posted for load,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 500 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 675 (year 2025),  Design Load: HS 20,  Features Intersected: BR OF GRAND GLAIZE,  Facility Carried by Structure: FEATHERSTONE 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: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007

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Structure Number: 23691,  Location: S 20 T 45 N R 5 E (Lat: 38.615000,  Lng: -90.476667),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Posted for load,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 20 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 27 (year 2025),  Design Load: HS 20,  Features Intersected: BR OF GRAND GLAIZE,  Facility Carried by Structure: MASON KNOLL 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: Good,  Culverts: Satisfactory,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum 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: 23692,  Location: S 32 T 45 N R 5 E (Lat: 38.598333,  Lng: -90.473333),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Posted for load,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 500 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 675 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: BR OF GRAND GLAZE,  Facility Carried by Structure: BARRETT STA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: November 2007

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Structure Number: 30518,  Location: S 28 T 45 N R 5 E (Lat: 38.608333,  Lng: -90.455556),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,680 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,520 (year 2028),  Design Load: HS 20,  Features Intersected: DITCH,  Facility Carried by Structure: TOPPING RD N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Very 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: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007

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Structure Number: 375,  Location: S 15 T 45 N R 5 E (Lat: 38.638333,  Lng: -90.445000),  Route carried "on" structure: Interstate 64,  Year Built: 1991,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 64,979 (year 2004),  Truck Traffic: 11%,  Average Future Daily Traffic: 81,223 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: RT JJ
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.086,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 91.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: June 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: 3751,  Location: S 15 T 45 N R 5 E (Lat: 38.638333,  Lng: -90.445000),  Route carried "on" structure: Interstate 64,  Year Built: 1991,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 64,957 (year 2004),  Truck Traffic: 11%,  Average Future Daily Traffic: 81,196 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: RT JJ
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.496,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 91.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: June 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: 3812,  Location: S 15 T 45 N R 5 E (Lat: 38.636667,  Lng: -90.446667),  Route carried "on" structure: Ramp State highway ,  Year Built: 1991,  Status: Open,  Structure Length: 11.00m (36.09ft),  Average Daily Traffic: 5,500 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,250 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: RP IS270E TO IS64E,  Facility Carried by Structure: RP IS64E TO RTJJ S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.031,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.3m (142.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 3945,  Location: S 27 T 45 N R 5 E (Lat: 38.606667,  Lng: -90.451667),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 11,000 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,500 (year 2028),  Design Load: HS 20,  Features Intersected: IS 270, RP IS270W TO MO1,  Facility Carried by Structure: JJ KELLEY MEM DR E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.011,  Lanes on structure: 3,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 51.6m (169.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.0 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 12031,  Location: S 34 T 45 N R 5 E (Lat: 38.606667,  Lng: -90.453333),  Route carried "under" structure: Interstate 270,  Year Built: 1999,  Structure Length: 45.45m (149.11ft),  Average Daily Traffic: 83,864 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 270,  Facility Carried by Structure: MO 100 W
Minimum Vertical Clearance: 6.02m (19.75ft),  Kilometerpoint: 16.512,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.0m (134.5ft)

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Structure Number: 12031,  Location: S 34 T 45 N R 5 E (Lat: 38.606667,  Lng: -90.453333),  Route carried "under" structure: Ramp State highway ,  Year Built: 1999,  Structure Length: 45.45m (149.11ft),  Average Daily Traffic: 5,500 (year 2007),  Truck Traffic: 10%,  Features Intersected: RP IS270W TO MO100E,  Facility Carried by Structure: MO 100 W
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.409,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.0m (134.5ft)

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Structure Number: 12031,  Location: S 34 T 45 N R 5 E (Lat: 38.606667,  Lng: -90.453333),  Route carried "under" structure: Interstate 270,  Year Built: 1999,  Structure Length: 45.45m (149.11ft),  Average Daily Traffic: 79,083 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 270,  Facility Carried by Structure: MO 100 W
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 41.355,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.0m (134.5ft)

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Structure Number: 375,  Location: S 15 T 45 N R 5 E (Lat: 38.638333,  Lng: -90.445000),  Route carried "under" structure: State highway JJ,  Year Built: 1991,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 16,418 (year 2006),  Truck Traffic: 10%,  Features Intersected: RT JJ,  Facility Carried by Structure: IS 64 E
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.142,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 3751,  Location: S 15 T 45 N R 5 E (Lat: 38.638333,  Lng: -90.445000),  Route carried "under" structure: State highway JJ,  Year Built: 1991,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 16,418 (year 2006),  Truck Traffic: 10%,  Features Intersected: RT JJ,  Facility Carried by Structure: IS 64 W
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.126,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 3812,  Location: S 15 T 45 N R 5 E (Lat: 38.636667,  Lng: -90.446667),  Route carried "under" structure: Ramp State highway ,  Year Built: 1991,  Structure Length: 11.00m (36.09ft),  Average Daily Traffic: 5,500 (year 2007),  Truck Traffic: 10%,  Features Intersected: RP IS270E TO IS64E,  Facility Carried by Structure: RP IS64E TO RTJJ S
Minimum Vertical Clearance: 6.15m (20.18ft),  Kilometerpoint: 0.052,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.3m (142.1ft)

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Structure Number: 3945,  Location: S 27 T 45 N R 5 E (Lat: 38.606667,  Lng: -90.451667),  Route carried "under" structure: Interstate 270,  Year Built: 1989,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 79,083 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 270,  Facility Carried by Structure: JJ KELLEY MEM DR E
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 4.112,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.6m (169.3ft)

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Structure Number: 3945,  Location: S 27 T 45 N R 5 E (Lat: 38.606667,  Lng: -90.451667),  Route carried "under" structure: Interstate 270,  Year Built: 1989,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 83,864 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 270,  Facility Carried by Structure: JJ KELLEY MEM DR E
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 16.748,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.6m (169.3ft)