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

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Structure Number: 1225,  Location: S 21 T 45 N R 6 E (Lat: 38.630000,  Lng: -90.345000),  Route carried "on" structure: Interstate 64,  Year Built: 1964,  Status: Posted for load,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 66,009 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 82,511 (year 2028),  Design Load: HS 20,  Features Intersected: IS 170, RP IS170E TO IS6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.052,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Serious,  Superstructure: Poor,  Substructure: Serious,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.78m (2.56ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $827,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $1,241,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1226,  Location: S 21 T 45 N R 6 E (Lat: 38.630000,  Lng: -90.345000),  Route carried "on" structure: Interstate 64,  Year Built: 1964,  Status: Posted for load,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 74,125 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 92,656 (year 2028),  Design Load: HS 20,  Features Intersected: IS 170, RP IS170E TO IS6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.518,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Poor,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.78m (2.56ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $827,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $1,241,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15602,  Location: S 16 T 45 N R 6 E (Lat: 38.638333,  Lng: -90.350000),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 19,720 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 31,552 (year 2026),  Design Load: H 10,  Features Intersected: BLACK CR,  Facility Carried by Structure: CLAYTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.104,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  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: 54.0 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Underwater Inspection Date: March 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: 22,  Location: S 22 T 45 N R 6 E (Lat: 38.628333,  Lng: -90.335000),  Route carried "on" structure: Interstate 64,  Year Built: 1957,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 172,557 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 215,696 (year 2028),  Design Load: HS 20,  Features Intersected: HAMPTON CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.030,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  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: November 2007

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Structure Number: 22695,  Location: S 22 T 45 N R 6 E (Lat: 38.623333,  Lng: -90.331667),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Posted for load,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 5,000 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,750 (year 2025),  Features Intersected: HAMPTON CR,  Facility Carried by Structure: LACLEDE STATION RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 30.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 17.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum 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: December 2007,  Bridge Improvement Cost: $119,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $179,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22696,  Location: S 22 T 45 N R 6 E (Lat: 38.625000,  Lng: -90.333333),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 500 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 675 (year 2025),  Features Intersected: HAMPTON CR,  Facility Carried by Structure: ELINOR AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 49.5 metric tons,  Inventory Rating: 16.2 metric tons,  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: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22698,  Location: S 22 T 45 N R 6 E (Lat: 38.626667,  Lng: -90.328333),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Posted for load,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,000 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,050 (year 2025),  Features Intersected: CLAYTONIA CR,  Facility Carried by Structure: DALE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 45.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007

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Structure Number: 22699,  Location: S 22 T 45 N R 6 E (Lat: 38.630000,  Lng: -90.325000),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Posted for load,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 500 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 675 (year 2025),  Features Intersected: CLAYTONIA CR,  Facility Carried by Structure: LOVELLA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 49.5 metric tons,  Inventory Rating: 16.2 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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,  Inspection Date: December 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 24,  Location: S 23 T 45 N R 6 E (Lat: 38.628333,  Lng: -90.318333),  Route carried "on" structure: Interstate 64,  Year Built: 1957,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 172,557 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 215,696 (year 2028),  Design Load: HS 20,  Features Intersected: E FK DEER CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.797,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 20 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: Very good,  Culverts: Good,  Operating Rating: 58.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than 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: November 2007

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Structure Number: 29489,  Location: S 22 T 45 N R 6 E (Lat: 38.628333,  Lng: -90.331944),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 6,000 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,100 (year 2025),  Design Load: HS 20,  Features Intersected: HAMPTON CR,  Facility Carried by Structure: DALE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: December 2007

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Structure Number: 32119,  Location: S 21 T 45 N R 6 E (Lat: 38.628056,  Lng: -90.342778),  Route carried "on" structure: Ramp State highway ,  Year Built: 2007,  Status: Open,  Structure Length: 12.14m (39.83ft),  Average Daily Traffic: 5,500 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,250 (year 2028),  Design Load: HS 25,  Features Intersected: RP BRENTWOOD BLVD TO BRE,  Facility Carried by Structure: RP IS64W TO IS170W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.179,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 71.4m (234.3ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 73.8 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: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable 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: 32223,  Location: S 23 T 45 N R 6 E (Lat: 38.628333,  Lng: -90.306667),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 8,191 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,286 (year 2028),  Design Load: HS 20,  Features Intersected: IS 64,  Facility Carried by Structure: BELLEVUE AVE N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.085,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  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: 32224,  Location: S 22 T 45 N R 6 E (Lat: 38.630000,  Lng: -90.321667),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Not yet open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 8,264 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,396 (year 2028),  Design Load: HS 20,  Features Intersected: IS 64,  Facility Carried by Structure: BOLAND PL S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.723,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 93.6 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: Superior to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  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: 32228,  Location: S 23 T 45 N R 6 E (Lat: 38.628333,  Lng: -90.311667),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Not yet open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 10,822 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,233 (year 2028),  Design Load: HS 20,  Features Intersected: IS 64,  Facility Carried by Structure: HIGHLAND TER N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.103,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of corrective action,  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: 32229,  Location: S 16 T 45 N R 6 E (Lat: 38.631389,  Lng: -90.344444),  Route carried "on" structure: Ramp State highway ,  Year Built: 2008,  Status: Not yet open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 5,500 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,250 (year 2028),  Design Load: HS 20,  Features Intersected: IS 170, 170 C TO BRENTWO,  Facility Carried by Structure: RP IS170E TO IS64W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.9m (147.3ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 81.0 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: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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: 32232,  Location: S 21 T 45 N R 6 E (Lat: 38.629444,  Lng: -90.346667),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Not yet open,  Structure Length: 42.20m (138.45ft),  Average Daily Traffic: 5,500 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,700 (year 2028),  Design Load: HS 25,  Features Intersected: IS 64, IS 170, CST BRENT,  Facility Carried by Structure: EAGER RD E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 1,  Lanes under structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 4,  Length of Maximum Span: 75.9m (249.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of corrective action,  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: 32233,  Location: S 21 T 45 N R 6 E (Lat: 38.630278,  Lng: -90.343889),  Route carried "on" structure: Ramp State highway ,  Year Built: 2008,  Status: Open,  Structure Length: 35.79m (117.42ft),  Average Daily Traffic: 5,500 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,250 (year 2028),  Design Load: HS 25,  Features Intersected: IS 64, RP IS64E TO IS170,  Facility Carried by Structure: RP IS170E TO IS64E
Minimum Vertical Clearance: 4.74m (15.55ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 3,  Length of Maximum Span: 75.0m (246.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 75.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  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: 32248,  Location: S 21 T 45 N R 6 E (Lat: 38.630000,  Lng: -90.341667),  Route carried "on" structure: Interstate 64,  Year Built: 2008,  Status: Not yet open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 164,842 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 206,052 (year 2028),  Design Load: HS 25,  Features Intersected: METRO LINK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.572,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 67.5 metric tons,  Inventory Rating: 40.5 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 32249,  Location: S 22 T 45 N R 6 E (Lat: 38.630000,  Lng: -90.330000),  Route carried "on" structure: Interstate 64,  Year Built: 2008,  Status: Not yet open,  Structure Length: 1.41m (4.63ft),  Average Daily Traffic: 172,557 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 215,696 (year 2028),  Design Load: HS 25,  Features Intersected: CST LACLEDE STATION RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.286,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 46.3m (151.9ft),  Out-to-Out Width: 47.1m (154.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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: 3225,  Location: S 23 T 45 N R 6 E (Lat: 38.628333,  Lng: -90.315000),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Not yet open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 15,460 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 21,644 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: IS 64,  Facility Carried by Structure: N BIG BEND BLVD N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.663,  Lanes on structure: 7,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 30.8m (101.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.6m (123.4ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 90.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  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: 32261,  Location: S 16 T 45 N R 6 E (Lat: 38.630000,  Lng: -90.346111),  Route carried "on" structure: Ramp State highway ,  Year Built: 2008,  Status: Not yet open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 5,500 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,250 (year 2028),  Design Load: HS 20,  Features Intersected: CST BRENTWOOD BLVD, RP B,  Facility Carried by Structure: RP BRENTWOOD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.502,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 81.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable 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: 32263,  Location: S 21 T 45 N R 6 E (Lat: 38.629167,  Lng: -90.343333),  Route carried "on" structure: Ramp State highway ,  Year Built: 2008,  Status: Not yet open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 5,500 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,250 (year 2028),  Design Load: HS 20,  Features Intersected: IS 170,  Facility Carried by Structure: RP IS170E TO EAGER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 74.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than 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: 32264,  Location: S 21 T 45 N R 6 E (Lat: 38.630000,  Lng: -90.345000),  Route carried "on" structure: Ramp State highway ,  Year Built: 2008,  Status: Not yet open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 5,500 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,250 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: IS 170,  Facility Carried by Structure: RP BRENTWOOD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.315,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 72.0 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: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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: 32265,  Location: S 21 T 45 N R 6 E (Lat: 38.630000,  Lng: -90.345000),  Route carried "on" structure: Interstate 64,  Year Built: 2008,  Status: Not yet open,  Structure Length: 2.82m (9.25ft),  Average Daily Traffic: 132,025 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 165,031 (year 2028),  Design Load: HS 25,  Features Intersected: IS 170
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.070,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.2m (92.5ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 33.7m (110.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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: 32267,  Location: S 22 T 45 N R 6 E (Lat: 38.628333,  Lng: -90.318333),  Route carried "on" structure: Interstate 64,  Year Built: 2008,  Status: Not yet open,  Structure Length: 1.54m (5.05ft),  Average Daily Traffic: 172,557 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 215,696 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: CST CLAYTON TER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.850,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.5m (67.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.4m (50.5ft),  Curb-To-Curb Width: 42.2m (138.5ft),  Out-to-Out Width: 43.0m (141.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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: 3227,  Location: S 21 T 45 N R 6 E (Lat: 38.630000,  Lng: -90.350000),  Route carried "on" structure: Interstate 64,  Year Built: 2008,  Status: Not yet open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 132,025 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 165,031 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: CST BRENTWOOD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.836,  Lanes on structure: 6,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.7m (146.7ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 33.7m (110.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable 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: 3517,  Location: S 21 T 45 N R 6 E (Lat: 38.630000,  Lng: -90.350000),  Route carried "on" structure: Interstate 64,  Year Built: 1981,  Status: Closed,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 66,016 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 82,520 (year 2028),  Design Load: H 20,  Features Intersected: CST BRENTWOOD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.742,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  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: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very 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: 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: 5987,  Location: S 21 T 45 N R 6 E (Lat: 38.630000,  Lng: -90.341667),  Route carried "on" structure: Interstate 64,  Year Built: 1956,  Status: Posted for load,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 164,842 (year 2004),  Truck Traffic: 11%,  Average Future Daily Traffic: 206,052 (year 2028),  Design Load: HS 20,  Features Intersected: METRO LINK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.552,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 33.2m (108.9ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Poor,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $1,273,000,  Roadway Improvement Cost: $127,000,  Total Project Cost: $1,910,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 599,  Location: S 16 T 45 N R 6 E (Lat: 38.630000,  Lng: -90.350000),  Route carried "on" structure: Interstate 64,  Year Built: 1956,  Status: Open,  Structure Length: 1.45m (4.76ft),  Average Daily Traffic: 132,025 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 165,031 (year 2028),  Design Load: HS 20,  Features Intersected: BLACK CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.906,  Lanes on structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Satisfactory,  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 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: 6511,  Location: S 22 T 45 N R 6 E (Lat: 38.630000,  Lng: -90.330000),  Route carried "on" structure: Interstate 64,  Year Built: 1957,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 172,557 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 215,696 (year 2028),  Design Load: HS 20,  Features Intersected: CST LACLEDE STATION RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.273,  Lanes on structure: 7,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Satisfactory,  Operating Rating: 60.0 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: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.51m (1.67ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $979,000,  Roadway Improvement Cost: $97,000,  Total Project Cost: $1,469,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 6513,  Location: S 22 T 45 N R 6 E (Lat: 38.628333,  Lng: -90.318333),  Route carried "on" structure: Interstate 64,  Year Built: 1957,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 172,557 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 215,696 (year 2028),  Design Load: HS 20,  Features Intersected: CST CLAYTON TER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.837,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Satisfactory,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 42.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.51m (1.67ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $879,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $1,319,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 6532,  Location: S 23 T 45 N R 6 E (Lat: 38.628333,  Lng: -90.315000),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 15,189 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 21,264 (year 2028),  Design Load: HS 20,  Features Intersected: IS 64,  Facility Carried by Structure: N BIG BEND BLVD S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.100,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Inventory Rating: 26.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $935,000,  Roadway Improvement Cost: $93,000,  Total Project Cost: $1,402,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1225,  Location: S 21 T 45 N R 6 E (Lat: 38.630000,  Lng: -90.345000),  Route carried "under" structure: Interstate 170,  Year Built: 1964,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 44,482 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 170,  Facility Carried by Structure: IS 64 E
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.058,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 1225,  Location: S 21 T 45 N R 6 E (Lat: 38.630000,  Lng: -90.345000),  Route carried "under" structure: Interstate 170,  Year Built: 1964,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 36,230 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 170,  Facility Carried by Structure: IS 64 E
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 17.938,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 1226,  Location: S 21 T 45 N R 6 E (Lat: 38.630000,  Lng: -90.345000),  Route carried "under" structure: Interstate 170,  Year Built: 1964,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 44,482 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 170,  Facility Carried by Structure: IS 64 W
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.071,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 1226,  Location: S 21 T 45 N R 6 E (Lat: 38.630000,  Lng: -90.345000),  Route carried "under" structure: Interstate 170,  Year Built: 1964,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 36,230 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 170,  Facility Carried by Structure: IS 64 W
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 17.925,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 32119,  Location: S 21 T 45 N R 6 E (Lat: 38.628056,  Lng: -90.342778),  Route carried "under" structure: Ramp State highway ,  Year Built: 2007,  Structure Length: 12.14m (39.83ft),  Average Daily Traffic: 5,500 (year 2007),  Truck Traffic: 10%,  Features Intersected: RP BRENTWOOD BLVD TO BRE,  Facility Carried by Structure: RP IS64W TO IS170W
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 71.4m (234.3ft)

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Structure Number: 32119,  Location: S 21 T 45 N R 6 E (Lat: 38.628056,  Lng: -90.342778),  Route carried "under" structure: Ramp State highway ,  Year Built: 2007,  Structure Length: 12.14m (39.83ft),  Average Daily Traffic: 5,500 (year 2007),  Truck Traffic: 10%,  Features Intersected: RP HANLEY RD TO IS64W,  Facility Carried by Structure: RP IS64W TO IS170W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 71.4m (234.3ft)

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Structure Number: 32223,  Location: S 23 T 45 N R 6 E (Lat: 38.628333,  Lng: -90.306667),  Route carried "under" structure: Interstate 64,  Year Built: 2008,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 75,957 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 64,  Facility Carried by Structure: BELLEVUE AVE N
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 11.834,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 32223,  Location: S 23 T 45 N R 6 E (Lat: 38.628333,  Lng: -90.306667),  Route carried "under" structure: Interstate 64,  Year Built: 2008,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 92,962 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 64,  Facility Carried by Structure: BELLEVUE AVE N
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 12.801,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 32224,  Location: S 22 T 45 N R 6 E (Lat: 38.630000,  Lng: -90.321667),  Route carried "under" structure: Interstate 64,  Year Built: 2008,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 94,959 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 64,  Facility Carried by Structure: BOLAND PL S
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 11.473,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 32224,  Location: S 22 T 45 N R 6 E (Lat: 38.630000,  Lng: -90.321667),  Route carried "under" structure: Interstate 64,  Year Built: 2008,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 77,598 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 64,  Facility Carried by Structure: BOLAND PL S
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 13.161,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 32228,  Location: S 23 T 45 N R 6 E (Lat: 38.628333,  Lng: -90.311667),  Route carried "under" structure: Interstate 64,  Year Built: 2008,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 75,957 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 64,  Facility Carried by Structure: HIGHLAND TER N
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 12.171,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 32228,  Location: S 23 T 45 N R 6 E (Lat: 38.628333,  Lng: -90.311667),  Route carried "under" structure: Interstate 64,  Year Built: 2008,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 92,962 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 64,  Facility Carried by Structure: HIGHLAND TER N
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 12.458,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 32229,  Location: S 16 T 45 N R 6 E (Lat: 38.631389,  Lng: -90.344444),  Route carried "under" structure: Interstate 170,  Year Built: 2008,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 36,230 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 170
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.177,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.9m (147.3ft)

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Structure Number: 32229,  Location: S 16 T 45 N R 6 E (Lat: 38.631389,  Lng: -90.344444),  Route carried "under" structure: Ramp State highway ,  Year Built: 2008,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 5,000 (year 2007),  Truck Traffic: 10%,  Features Intersected: 170 C TO BRENTWOOD,  Facility Carried by Structure: RP IS170E TO IS64W
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.9m (147.3ft)

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Structure Number: 32232,  Location: S 21 T 45 N R 6 E (Lat: 38.629444,  Lng: -90.346667),  Route carried "under" structure: Interstate 64,  Year Built: 2008,  Structure Length: 42.20m (138.45ft),  Average Daily Traffic: 47,716 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 64,  Facility Carried by Structure: EAGER RD E
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 3.058,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 75.9m (249.0ft)

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Structure Number: 32232,  Location: S 21 T 45 N R 6 E (Lat: 38.629444,  Lng: -90.346667),  Route carried "under" structure: Interstate 170,  Year Built: 2008,  Structure Length: 42.20m (138.45ft),  Average Daily Traffic: 44,482 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 170,  Facility Carried by Structure: EAGER RD E
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 0.172,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 75.9m (249.0ft)

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Structure Number: 32232,  Location: S 21 T 45 N R 6 E (Lat: 38.629444,  Lng: -90.346667),  Route carried "under" structure: Interstate 170,  Year Built: 2008,  Structure Length: 42.20m (138.45ft),  Average Daily Traffic: 36,230 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 170,  Facility Carried by Structure: EAGER RD E
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 17.704,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 75.9m (249.0ft)

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Structure Number: 32232,  Location: S 21 T 45 N R 6 E (Lat: 38.629444,  Lng: -90.346667),  Route carried "under" structure: City street ,  Year Built: 2008,  Structure Length: 42.20m (138.45ft),  Average Daily Traffic: 29,430 (year 2006),  Truck Traffic: 10%,  Features Intersected: CST BRENTWOOD BLVD,  Facility Carried by Structure: EAGER RD E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.741,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 75.9m (249.0ft)

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Structure Number: 32232,  Location: S 21 T 45 N R 6 E (Lat: 38.629444,  Lng: -90.346667),  Route carried "under" structure: Interstate 64,  Year Built: 2008,  Structure Length: 42.20m (138.45ft),  Average Daily Traffic: 66,009 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 64,  Facility Carried by Structure: EAGER RD E
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 9.978,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 75.9m (249.0ft)

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Structure Number: 32233,  Location: S 21 T 45 N R 6 E (Lat: 38.630278,  Lng: -90.343889),  Route carried "under" structure: Interstate 64,  Year Built: 2008,  Structure Length: 35.79m (117.42ft),  Average Daily Traffic: 90,717 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.227,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 75.0m (246.1ft)

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Structure Number: 32233,  Location: S 21 T 45 N R 6 E (Lat: 38.630278,  Lng: -90.343889),  Route carried "under" structure: Ramp State highway ,  Year Built: 2008,  Structure Length: 35.79m (117.42ft),  Average Daily Traffic: 5,500 (year 2007),  Truck Traffic: 10%,  Features Intersected: RP BRENTWOOD BLVD TO BRE,  Facility Carried by Structure: RP IS170E TO IS64E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 75.0m (246.1ft)

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Structure Number: 32233,  Location: S 21 T 45 N R 6 E (Lat: 38.630278,  Lng: -90.343889),  Route carried "under" structure: Ramp State highway ,  Year Built: 2008,  Structure Length: 35.79m (117.42ft),  Average Daily Traffic: 5,500 (year 2007),  Truck Traffic: 10%,  Features Intersected: RP IS64E TO IS170W,  Facility Carried by Structure: RP IS170E TO IS64E
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 75.0m (246.1ft)

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Structure Number: 32233,  Location: S 21 T 45 N R 6 E (Lat: 38.630278,  Lng: -90.343889),  Route carried "under" structure: Interstate 64,  Year Built: 2008,  Structure Length: 35.79m (117.42ft),  Average Daily Traffic: 74,125 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.138,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 75.0m (246.1ft)

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Structure Number: 32249,  Location: S 22 T 45 N R 6 E (Lat: 38.630000,  Lng: -90.330000),  Route carried "under" structure: City street ,  Year Built: 2008,  Structure Length: 1.41m (4.63ft),  Average Daily Traffic: 11,000 (year 2007),  Truck Traffic: 10%,  Features Intersected: CST LACLEDE STATION RD,  Facility Carried by Structure: IS 64 E
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 2.725,  Lanes on structure: 10,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 3225,  Location: S 23 T 45 N R 6 E (Lat: 38.628333,  Lng: -90.315000),  Route carried "under" structure: Interstate 64,  Year Built: 2008,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 75,957 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 64,  Facility Carried by Structure: N BIG BEND BLVD N
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 12.463,  Lanes on structure: 7,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 37.6m (123.4ft)

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Structure Number: 3225,  Location: S 23 T 45 N R 6 E (Lat: 38.628333,  Lng: -90.315000),  Route carried "under" structure: Interstate 64,  Year Built: 2008,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 94,959 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 64,  Facility Carried by Structure: N BIG BEND BLVD N
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 12.171,  Lanes on structure: 7,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 37.6m (123.4ft)

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Structure Number: 32261,  Location: S 16 T 45 N R 6 E (Lat: 38.630000,  Lng: -90.346111),  Route carried "under" structure: City street ,  Year Built: 2008,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 8,973 (year 2006),  Truck Traffic: 10%,  Features Intersected: CST BRENTWOOD BLVD,  Facility Carried by Structure: RP BRENTWOOD BLVD
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 2.908,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 32261,  Location: S 16 T 45 N R 6 E (Lat: 38.630000,  Lng: -90.346111),  Route carried "under" structure: Ramp State highway ,  Year Built: 2008,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 5,500 (year 2007),  Truck Traffic: 10%,  Features Intersected: RP BRENTWOOD BLVD TO BRE,  Facility Carried by Structure: RP BRENTWOOD BLVD
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.586,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 32263,  Location: S 21 T 45 N R 6 E (Lat: 38.629167,  Lng: -90.343333),  Route carried "under" structure: Interstate 170,  Year Built: 2008,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 80,712 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 170
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 17.941,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 32264,  Location: S 21 T 45 N R 6 E (Lat: 38.630000,  Lng: -90.345000),  Route carried "under" structure: Interstate 170,  Year Built: 2008,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 44,482 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 170,  Facility Carried by Structure: RP BRENTWOOD BLVD
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 0.084,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 32264,  Location: S 21 T 45 N R 6 E (Lat: 38.630000,  Lng: -90.345000),  Route carried "under" structure: Interstate 170,  Year Built: 2008,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 36,230 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 170,  Facility Carried by Structure: RP BRENTWOOD BLVD
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 17.912,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 32265,  Location: S 21 T 45 N R 6 E (Lat: 38.630000,  Lng: -90.345000),  Route carried "under" structure: Interstate 170,  Year Built: 2008,  Structure Length: 2.82m (9.25ft),  Average Daily Traffic: 44,482 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 170,  Facility Carried by Structure: IS 64 E
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.071,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 28.2m (92.5ft)

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Structure Number: 32265,  Location: S 21 T 45 N R 6 E (Lat: 38.630000,  Lng: -90.345000),  Route carried "under" structure: Interstate 170,  Year Built: 2008,  Structure Length: 2.82m (9.25ft),  Average Daily Traffic: 36,230 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 170,  Facility Carried by Structure: IS 64 E
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 17.938,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 28.2m (92.5ft)

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Structure Number: 32267,  Location: S 22 T 45 N R 6 E (Lat: 38.628333,  Lng: -90.318333),  Route carried "under" structure: City street ,  Year Built: 2008,  Structure Length: 1.54m (5.05ft),  Average Daily Traffic: 11,000 (year 2007),  Truck Traffic: 10%,  Features Intersected: CST CLAYTON TER,  Facility Carried by Structure: IS 64 E
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.703,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.4m (50.5ft)

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Structure Number: 3227,  Location: S 21 T 45 N R 6 E (Lat: 38.630000,  Lng: -90.350000),  Route carried "under" structure: City street ,  Year Built: 2008,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 29,430 (year 2006),  Truck Traffic: 10%,  Features Intersected: CST BRENTWOOD BLVD,  Facility Carried by Structure: IS 64 E
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 2.942,  Lanes on structure: 6,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.7m (146.7ft)