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

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Structure Number: 1559,  Location: S 3 T 45 N R 6 E (Lat: 38.666667,  Lng: -90.333333),  Route carried "on" structure: City street ,  Year Built: 1967,  Year Reconstructed: 2003,  Status: Posted for load,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 10,210 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,336 (year 2026),  Design Load: HS 25,  Features Intersected: RVR DES PERES,  Facility Carried by Structure: HANLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15593,  Location: S 3 T 45 N R 6 E (Lat: 38.670000,  Lng: -90.325000),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Posted for load,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 5,390 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,624 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: RVR DES PERES,  Facility Carried by Structure: MIDLAND BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 38.7 metric tons,  Inventory Rating: 22.5 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 15597,  Location: S 2 T 45 N R 6 E (Lat: 38.661667,  Lng: -90.316667),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Posted for load,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 5,490 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,784 (year 2026),  Design Load: HS 20,  Features Intersected: RVR DES PERES,  Facility Carried by Structure: VERNON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County 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: 2,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 15601,  Location: S 2 T 45 N R 6 E (Lat: 38.663333,  Lng: -90.308333),  Route carried "on" structure: City street ,  Year Built: 1915,  Year Reconstructed: 1985,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 15,180 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,288 (year 2026),  Design Load: H 15,  Features Intersected: HANLEY HILLS CR,  Facility Carried by Structure: OLIVE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Underwater Inspection Date: March 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Bituminous

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Structure Number: 23777,  Location: S T 45N R 6E (Lat: 38.688333,  Lng: -90.350000),  Route carried "on" structure: City street ,  Year Built: 1950,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 2,100 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,835 (year 2025),  Features Intersected: RVR DES PERES,  Facility Carried by Structure: KEMPLAND PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 35.1 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.22m (0.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $104,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $156,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 23779,  Location: S 34 T 45 N R 6 E (Lat: 38.678333,  Lng: -90.343333),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Posted for load,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 3,000 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,050 (year 2025),  Features Intersected: RVR DES PERES BR,  Facility Carried by Structure: CANTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 29.7 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 23784,  Location: S T 45N R 6E (Lat: 38.670000,  Lng: -90.325000),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Closed,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 450 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 608 (year 2025),  Features Intersected: RVR DES PERES,  Facility Carried by Structure: PURDUE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.23m (0.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $137,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $206,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23785,  Location: S T 45N R 6E (Lat: 38.663333,  Lng: -90.318333),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 750 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,013 (year 2025),  Design Load: HS 20,  Features Intersected: RVR DES PERES,  Facility Carried by Structure: PENNSYLVANIA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Inventory Rating: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 23787,  Location: S T 45N R 6E (Lat: 38.665000,  Lng: -90.306667),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 50 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 68 (year 2025),  Features Intersected: NE BR RVR DES PERE,  Facility Carried by Structure: CHAMBERLAIN ALLEY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  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: Better than present minimum criteria,  Deck Geometry: 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: December 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 23788,  Location: S 4 T 45 N R 6 E (Lat: 38.676667,  Lng: -90.345000),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 200 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 270 (year 2025),  Features Intersected: NW BR RVR DES PERE,  Facility Carried by Structure: HAFNER PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 2416,  Location: S 16 T 45 N R 6 E (Lat: 38.640000,  Lng: -90.348333),  Route carried "on" structure: Interstate 170,  Year Built: 1968,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 45,950 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 57,437 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: CST BRENTWOOD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.684,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.1m (62.7ft),  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: Very good,  Substructure: Good,  Operating Rating: 62.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 41.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2417,  Location: S 16 T 45 N R 6 E (Lat: 38.640000,  Lng: -90.348333),  Route carried "on" structure: Interstate 170,  Year Built: 1968,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 47,781 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 59,726 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: CST BRENTWOOD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.294,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.1m (62.7ft),  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: Very good,  Substructure: Satisfactory,  Operating Rating: 62.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 41.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2418,  Location: S 2496 T 45 N R 6 E (Lat: 38.646667,  Lng: -90.350000),  Route carried "on" structure: Interstate 170,  Year Built: 1968,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 100,424 (year 2004),  Truck Traffic: 11%,  Average Future Daily Traffic: 125,530 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: CST FOREST PARK PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.905,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.4m (70.2ft),  Curb-To-Curb Width: 31.4m (103.0ft),  Out-to-Out Width: 32.2m (105.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2419,  Location: S 2496 T 45 N R 6 E (Lat: 38.653333,  Lng: -90.355000),  Route carried "on" structure: Interstate 170,  Year Built: 1968,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 115,145 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 143,931 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: CST LADUE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.039,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.1m (82.3ft),  Curb-To-Curb Width: 31.4m (103.0ft),  Out-to-Out Width: 32.6m (107.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 242,  Location: S 4 T 45 N R 6 E (Lat: 38.660000,  Lng: -90.358333),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 18,256 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 27,384 (year 2028),  Design Load: HS 20,  Features Intersected: IS 170, IS 170,  Facility Carried by Structure: DELMAR BLVD E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.776,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.5m (83.7ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Serious,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.48m (1.57ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $540,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $811,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2421,  Location: S 5 T 45 N R 6 E (Lat: 38.670000,  Lng: -90.380000),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 3,930 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,895 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: IS 170,  Facility Carried by Structure: OLD BONHOMME RD E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.090,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Inventory Rating: 61.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 28722,  Location: S 33 T 46 N R 6 E (Lat: 38.683333,  Lng: -90.346667),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 4,500 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,075 (year 2025),  Design Load: HS 20,  Features Intersected: TRRA RR,  Facility Carried by Structure: WALTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  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: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum 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: 28932,  Location: S 4 T 45 N R 6 E (Lat: 38.676667,  Lng: -90.348611),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 2.12m (6.96ft),  Average Daily Traffic: 4,560 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,156 (year 2025),  Design Load: HS 20,  Features Intersected: RVR DES PERES,  Facility Carried by Structure: 82ND BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.2m (66.3ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum 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: 29104,  Location: S 3 T 45 N R 6 E (Lat: 38.663333,  Lng: -90.336667),  Route carried "on" structure: County highway ,  Year Built: 1959,  Year Reconstructed: 2001,  Status: Posted for load,  Structure Length: 2.73m (8.96ft),  Average Daily Traffic: 4,980 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,968 (year 2026),  Design Load: HS 25,  Features Intersected: BR OF RVR DES PERE,  Facility Carried by Structure: NORTH AND SOUTH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 94.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 29452,  Location: S 2 T 46 N R 6 E (Lat: 38.666667,  Lng: -90.306667),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Posted for load,  Structure Length: 35.33m (115.91ft),  Average Daily Traffic: 5,000 (year 2005),  Truck Traffic: 12%,  Average Future Daily Traffic: 8,000 (year 2025),  Design Load: HS 20,  Features Intersected: NE BR RVR DES PERE,  Facility Carried by Structure: KINGSLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 95.1m (312.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 29453,  Location: S 2 T 45 N R 6 E (Lat: 38.670000,  Lng: -90.310000),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 150 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 203 (year 2025),  Design Load: HS 20,  Features Intersected: NE BR RVR DES PERE,  Facility Carried by Structure: JULIAN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Excellent,  Channel: Good,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 301,  Location: S 2 T 45 N R 6 E (Lat: 38.670411,  Lng: -90.309692),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 1,000 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,350 (year 2025),  Features Intersected: TRIB OF RVR DES PE,  Facility Carried by Structure: FERGUSON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Very good,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.13m (0.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $53,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $80,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 30639,  Location: S 3 T 45 N R 6 E (Lat: 38.666667,  Lng: -90.333333),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 2.06m (6.76ft),  Average Daily Traffic: 2,500 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,375 (year 2026),  Design Load: HS 20,  Features Intersected: RVR DES PERES,  Facility Carried by Structure: SHAFTESBURY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 30897,  Location: S 4 T 45 N R 6 E (Lat: 38.666667,  Lng: -90.341667),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 1,500 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,025 (year 2025),  Design Load: HS 20,  Features Intersected: RVR DES PERES,  Facility Carried by Structure: GROBY RD
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: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  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,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 32092,  Location: S 34 T 45 N R 6 E (Lat: 38.676667,  Lng: -90.343611),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Not yet open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 3,000 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,050 (year 2027),  Design Load: HS 20,  Features Intersected: RVR DES PERES,  Facility Carried by Structure: CANTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 32262,  Location: S 22 T 45 N R 20 W (Lat: 38.630000,  Lng: -90.338333),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Not yet open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 28,149 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 35,186 (year 2028),  Design Load: HS 20,  Features Intersected: IS 64,  Facility Carried by Structure: HANLEY RD S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.821,  Lanes on structure: 8,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.2m (99.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 30.2m (99.1ft),  Out-to-Out Width: 34.5m (113.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 98.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 54,  Location: S 4 T 45 N R 6 E (Lat: 38.673333,  Lng: -90.346667),  Route carried "on" structure: State highway 340,  Year Built: 1962,  Status: Open,  Structure Length: 1.08m (3.54ft),  Average Daily Traffic: 17,975 (year 2006),  Truck Traffic: 14%,  Average Future Daily Traffic: 22,468 (year 2028),  Design Load: HS 20,  Features Intersected: RVR DES PERES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.562,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 58.5 metric tons,  Inventory Rating: 32.4 metric tons,  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: 5903,  Location: S 4 T 45 N R 6 E (Lat: 38.673333,  Lng: -90.346667),  Route carried "on" structure: State highway 340,  Year Built: 1962,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 17,975 (year 2006),  Truck Traffic: 14%,  Average Future Daily Traffic: 22,468 (year 2028),  Design Load: HS 20,  Features Intersected: RVR DES PERES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.020,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 6469,  Location: S 22 T 45 N R 20 W (Lat: 38.630000,  Lng: -90.338333),  Route carried "on" structure: City street ,  Year Built: 1956,  Year Reconstructed: 1966,  Status: Posted for load,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 28,250 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 35,312 (year 2028),  Design Load: HS 20,  Features Intersected: IS 64,  Facility Carried by Structure: HANLEY RD S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.821,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 28.5m (93.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.77m (2.53ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $1,732,000,  Roadway Improvement Cost: $173,000,  Total Project Cost: $2,598,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2416,  Location: S 16 T 45 N R 6 E (Lat: 38.640000,  Lng: -90.348333),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 29,430 (year 2006),  Truck Traffic: 10%,  Features Intersected: CST BRENTWOOD BLVD,  Facility Carried by Structure: IS 170 E
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.177,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.1m (62.7ft)

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Structure Number: 2417,  Location: S 16 T 45 N R 6 E (Lat: 38.640000,  Lng: -90.348333),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 29,430 (year 2006),  Truck Traffic: 10%,  Features Intersected: CST BRENTWOOD BLVD,  Facility Carried by Structure: IS 170 W
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 1.751,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.1m (62.7ft)

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Structure Number: 2421,  Location: S 5 T 45 N R 6 E (Lat: 38.670000,  Lng: -90.380000),  Route carried "under" structure: Interstate 170,  Year Built: 1960,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 54,491 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 170,  Facility Carried by Structure: OLD BONHOMME RD E
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 4.685,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 2421,  Location: S 5 T 45 N R 6 E (Lat: 38.670000,  Lng: -90.380000),  Route carried "under" structure: Interstate 170,  Year Built: 1960,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 52,345 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 170,  Facility Carried by Structure: OLD BONHOMME RD E
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 13.319,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 32262,  Location: S 22 T 45 N R 20 W (Lat: 38.630000,  Lng: -90.338333),  Route carried "under" structure: Interstate 64,  Year Built: 2008,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 77,598 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 64,  Facility Carried by Structure: HANLEY RD S
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 13.786,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 44.8m (147.0ft)

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Structure Number: 32262,  Location: S 22 T 45 N R 20 W (Lat: 38.630000,  Lng: -90.338333),  Route carried "under" structure: Interstate 64,  Year Built: 2008,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 90,717 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 64,  Facility Carried by Structure: HANLEY RD S
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 1.085,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 44.8m (147.0ft)

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Structure Number: 6469,  Location: S 22 T 45 N R 20 W (Lat: 38.630000,  Lng: -90.338333),  Route carried "under" structure: Interstate 64,  Year Built: 1956,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 77,598 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 64,  Facility Carried by Structure: HANLEY RD S
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 13.786,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 6469,  Location: S 22 T 45 N R 20 W (Lat: 38.630000,  Lng: -90.338333),  Route carried "under" structure: Interstate 64,  Year Built: 1956,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 90,717 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 64,  Facility Carried by Structure: HANLEY RD S
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 1.085,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 38.7m (127.0ft)