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Bridge Statistics for St. Louis, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 585Number of bridges
  • 8,227m26,991ftTotal length
  • $770,493,000Total costs
  • 14,546,789Total average daily traffic
  • 1,893,985Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for St. Louis
  • No street view available for this location

New bridges - Historical Statistics

  • 1Before 1900
  • 21900-1909
  • 51910-1919
  • 31920-1929
  • 311930-1939
  • 101940-1949
  • 661950-1959
  • 1481960-1969
  • 1091970-1979
  • 301980-1989
  • 271990-1999
  • 872000-2009
  • 662010-2015

Reconstructed bridges - Historical Statistics

  • 11940-1949
  • 11950-1959
  • 11960-1969
  • 121970-1979
  • 361980-1989
  • 131990-1999
  • 192000-2009

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 10077,  Location: S 13 T 22 N R 15 W (Lat: 36.586319,  Lng: -92.564361),  Route carried "on" structure: US 160,  Year Built: 1985,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 1,508 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,166 (year 2035),  Design Load: HS 20,  Features Intersected: N FK SPRING RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 299.810,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.1m (49.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: January 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10078,  Location: S 16 T 22 N R 12 W (Lat: 36.587553,  Lng: -92.288575),  Route carried "on" structure: US 160,  Year Built: 1987,  Status: Open,  Structure Length: 14.30m (46.92ft),  Average Daily Traffic: 1,920 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,032 (year 2035),  Design Load: HS 20,  Features Intersected: NORFORK LK, NORFORK LK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 327.412,  Lanes on structure: 2,  Lanes under structure: 2,  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: 6,  Length of Maximum Span: 24.0m (78.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 70.2 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: Better than present minimum 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 14,  Underwater Inspection Date: July 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10079,  Location: S 36 T 28 N R 22 W (Lat: 37.091881,  Lng: -93.297719),  Route carried "on" structure: US 160,  Year Built: 1983,  Status: Open,  Structure Length: 10.42m (34.19ft),  Average Daily Traffic: 12,139 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 21,243 (year 2034),  Design Load: HS 20,  Features Intersected: JAMES RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 355.120,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  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: Equal to 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: April 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10081,  Location: S 1 T 26 N R 22 W (Lat: 36.986350,  Lng: -93.294756),  Route carried "on" structure: US 160,  Year Built: 1983,  Status: Open,  Structure Length: 22.92m (75.20ft),  Average Daily Traffic: 9,493 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 16,612 (year 2034),  Design Load: H 20,  Features Intersected: FINLEY CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 177.130,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 23.0m (75.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  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: 1053,  Location: S 17 T 44 N R 7 E (Lat: 38.554039,  Lng: -90.263111),  Route carried "on" structure: Interstate 55,  Year Built: 1963,  Year Reconstructed: 2005,  Status: Posted for load,  Structure Length: 19.81m (64.99ft),  Average Daily Traffic: 54,668 (year 2014),  Truck Traffic: 11%,  Average Future Daily Traffic: 68,335 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: MO PAC RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.381,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 13,  Other Special Inspection Date: July 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 112,  Location: S 13 T 45 N R 7 E (Lat: 38.638039,  Lng: -90.186336),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 2,549 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,568 (year 2035),  Design Load: H 20,  Features Intersected: IS 44, IS 44, RV 70,  Facility Carried by Structure: BROADWAY S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.140,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.5m (116.5ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Poor,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 8.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 14,  Other Special Inspection Date: September 14,  Bridge Improvement Cost: $1,270,000,  Roadway Improvement Cost: $127,000,  Total Project Cost: $1,906,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1121,  Location: S 30 T 39 N R 13 W (Lat: 38.086906,  Lng: -92.387222),  Route carried "on" structure: State highway 42,  Year Built: 1964,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 1,944 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,082 (year 2035),  Design Load: H 15,  Features Intersected: BARREN FK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.303,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.3m (40.4ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.4 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 113,  Location: S 13 T 45 N R 7 E (Lat: 38.638344,  Lng: -90.186586),  Route carried "on" structure: Ramp State highway ,  Year Built: 1958,  Status: Posted for load,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 15,530 (year 2012),  Truck Traffic: 18%,  Average Future Daily Traffic: 19,412 (year 2035),  Design Load: H 20,  Features Intersected: NO FEATURE,  Facility Carried by Structure: RP RV70E TO BROADW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.356,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.1m (82.3ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Serious,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.89m (2.92ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 14,  Bridge Improvement Cost: $1,068,000,  Roadway Improvement Cost: $106,000,  Total Project Cost: $1,602,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 11732,  Location: S 25 T 45 N R 7 E (Lat: 38.615067,  Lng: -90.194044),  Route carried "on" structure: Interstate 44,  Year Built: 1976,  Status: Posted for load,  Structure Length: 96.77m (317.49ft),  Average Daily Traffic: 56,925 (year 2014),  Truck Traffic: 18%,  Average Future Daily Traffic: 71,156 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CST BROADWAY, CST S 7TH,
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 3.175,  Lanes on structure: 3,  Lanes under structure: 24,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 27,  Number Of Approach Spans: 14,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 13,  Other Special Inspection Date: September 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 11769,  Location: S 13 T 45 N R 7 E (Lat: 38.614942,  Lng: -90.193883),  Route carried "on" structure: Interstate 44,  Year Built: 1952,  Year Reconstructed: 1978,  Status: Posted for load,  Structure Length: 98.36m (322.70ft),  Average Daily Traffic: 59,478 (year 2014),  Truck Traffic: 18%,  Average Future Daily Traffic: 74,347 (year 2035),  Design Load: HS 20,  Features Intersected: CST GRATIOT ST, CST LOMB
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 467.639,  Lanes on structure: 4,  Lanes under structure: 20,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Number Of Approach Spans: 45,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 13,  Critical Feature Inspection Date: September 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 11805,  Location: S 14 T 46 N R 7 E (Lat: 38.673006,  Lng: -90.204317),  Route carried "on" structure: Interstate 70,  Year Built: 1999,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 110,010 (year 2014),  Truck Traffic: 18%,  Average Future Daily Traffic: 137,512 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CST GRAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 397.835,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 45.2m (148.3ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 46.2m (151.6ft),  Out-to-Out Width: 48.3m (158.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 13,  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: 11834,  Location: S 29 T 46 N R 7 E (Lat: 38.688508,  Lng: -90.250972),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 19,605 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 27,447 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: IS 70, RV 70,  Facility Carried by Structure: UNION BLVD S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.209,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 70.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 13,  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: 11901,  Location: S 23 T 45 N R 7 E (Lat: 38.619300,  Lng: -90.189603),  Route carried "on" structure: Interstate 55,  Year Built: 1964,  Status: Posted for load,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 50,430 (year 2014),  Truck Traffic: 11%,  Average Future Daily Traffic: 63,037 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CST 2ND ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 336.857,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Fair,  Operating Rating: 99.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.87m (2.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 14,  Bridge Improvement Cost: $1,042,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $1,564,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11902,  Location: S 23 T 45 N R 7 E (Lat: 38.624181,  Lng: -90.205489),  Route carried "on" structure: Ramp State highway ,  Year Built: 1967,  Status: Open,  Structure Length: 20.06m (65.81ft),  Average Daily Traffic: 4,949 (year 2014),  Truck Traffic: 19%,  Average Future Daily Traffic: 6,186 (year 2035),  Design Load: HS 20,  Features Intersected: METROLINK,  Facility Carried by Structure: RP IS64E TO 14TH S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 10,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 11907,  Location: S 14 T 46 N R 2 E (Lat: 38.666600,  Lng: -90.199969),  Route carried "on" structure: Interstate 70,  Year Built: 1999,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 114,888 (year 2014),  Truck Traffic: 18%,  Average Future Daily Traffic: 143,610 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CST ANGELICA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 398.650,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 51.8m (169.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 52.3m (171.6ft),  Out-to-Out Width: 54.5m (178.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 78.3 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 13,  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: 11909,  Location: S 29 T 45 N R 7 E (Lat: 38.697972,  Lng: -90.260875),  Route carried "on" structure: Interstate 70,  Year Built: 1999,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 127,960 (year 2014),  Truck Traffic: 18%,  Average Future Daily Traffic: 159,950 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: MO 367
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 391.610,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 34.5m (113.2ft),  Out-to-Out Width: 36.0m (118.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 13,  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: 12,  Location: S 11 T 45 N R 7 E (Lat: 38.652469,  Lng: -90.193714),  Route carried "on" structure: City street ,  Year Built: 1958,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 6,254 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,381 (year 2035),  Design Load: H 20,  Features Intersected: IS 70, RV 70,  Facility Carried by Structure: ST LOUIS AVE E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.229,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.1m (62.7ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 75.6 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: Equal to present minimum 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: September 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 12012,  Location: S 14 T 46 N R 2 E (Lat: 38.675817,  Lng: -90.206250),  Route carried "on" structure: Interstate 70,  Year Built: 1998,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 104,118 (year 2014),  Truck Traffic: 18%,  Average Future Daily Traffic: 130,147 (year 2035),  Design Load: HS 25,  Features Intersected: CST PRAIRIE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 397.485,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 51.8m (169.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 52.0m (170.6ft),  Out-to-Out Width: 54.1m (177.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 68.4 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: Better than present minimum 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: September 13,  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: 12013,  Location: S 14 T 46 N R 2 E (Lat: 38.655578,  Lng: -90.195264),  Route carried "on" structure: Interstate 70,  Year Built: 1999,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 87,272 (year 2014),  Truck Traffic: 18%,  Average Future Daily Traffic: 109,090 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CST BRANCH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 399.929,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 46.3m (151.9ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 46.3m (151.9ft),  Out-to-Out Width: 48.4m (158.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 55.8 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 13,  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: 12014,  Location: S 2 T 45 N R 7 E (Lat: 38.684517,  Lng: -90.242269),  Route carried "on" structure: Interstate 70,  Year Built: 1999,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 94,241 (year 2014),  Truck Traffic: 18%,  Average Future Daily Traffic: 117,801 (year 2035),  Design Load: HS 25,  Features Intersected: ST LOUIS TERMINAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 393.923,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 50.6m (166.0ft),  Skew: 35 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 50.7m (166.3ft),  Out-to-Out Width: 52.8m (173.2ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 13,  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: 12016,  Location: S 34 T 46 N R 7 E (Lat: 38.679597,  Lng: -90.211169),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 10,950 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,330 (year 2035),  Design Load: HS 25,  Features Intersected: IS 70, RV 70,  Facility Carried by Structure: ADELAIDE AVE E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.156,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 79.2 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.89m (2.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 13,  Bridge Improvement Cost: $1,262,000,  Roadway Improvement Cost: $126,000,  Total Project Cost: $1,894,000 ( Estimate for 2015),  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: 12027,  Location: S 24 T 46 N R 6 E (Lat: 38.700542,  Lng: -90.264025),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 23,816 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 33,342 (year 2035),  Design Load: HS 25,  Features Intersected: IS 70,  Facility Carried by Structure: GOODFELLOW BLVD S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.331,  Lanes on structure: 8,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.5m (106.6ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 33.1m (108.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 70.2 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: Equal 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: September 13,  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: 12042,  Location: S 32 T 46 N R 7 E (Lat: 38.686247,  Lng: -90.245669),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 24,730 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 34,622 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: IS 70, RV 70,  Facility Carried by Structure: KINGSHIGHWAY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.967,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 28.1m (92.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 98.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 13,  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: 12043,  Location: S 34 T 46 N R 7 E (Lat: 38.683917,  Lng: -90.219014),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 1,966 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,949 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: IS 70, RV 70,  Facility Carried by Structure: CARRIE AVE E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.021,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 98.1 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: 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: September 13,  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: 12044,  Location: S 33 T 46 N R 7 E (Lat: 38.683011,  Lng: -90.238961),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 5,726 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,589 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: IS 70, RV 70,  Facility Carried by Structure: SHREVE AVE S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.697,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  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: 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: September 13,  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: 12046,  Location: S 2 T 45 N R 7 E (Lat: 38.662303,  Lng: -90.197411),  Route carried "on" structure: State highway ,  Year Built: 2001,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 3,347 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,685 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: IS 70, RV 70,  Facility Carried by Structure: MC KINLEY BRG W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.308,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.8m (81.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 61.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 13,  Bridge Improvement Cost: $873,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $1,310,000 ( Estimate for 2015),  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: 12047,  Location: S 2 T 45 N R 7 E (Lat: 38.661950,  Lng: -90.197244),  Route carried "on" structure: State highway 115,  Year Built: 2001,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 8,775 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,285 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: IS 70, RV 70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.356,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Excellent,  Substructure: Very good,  Inventory Rating: 68.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 13,  Bridge Improvement Cost: $1,331,000,  Roadway Improvement Cost: $133,000,  Total Project Cost: $1,997,000 ( Estimate for 2015),  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: 12065,  Location: S 34 T 46 N R 7 E (Lat: 38.683167,  Lng: -90.228000),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 13.29m (43.60ft),  Average Daily Traffic: 16,588 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 23,223 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: IS 70, RV 70,  Facility Carried by Structure: WEST FLORISSANT AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.780,  Lanes on structure: 7,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 25 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 13,  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: 12066,  Location: S 33 T 46 N R 7 E (Lat: 38.683203,  Lng: -90.225772),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 11.95m (39.21ft),  Average Daily Traffic: 10,656 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,984 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: IS 70, RV 70,  Facility Carried by Structure: TAYLOR AVE E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.052,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.9m (101.4ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 82.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 13,  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: 12425,  Location: S 18 T 44 N R 7 E (Lat: 38.545286,  Lng: -90.270983),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Posted for load,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 10,800 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,580 (year 2034),  Design Load: HS 20,  Features Intersected: RVR DES PERES,  Facility Carried by Structure: ALABAMA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  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: 21.7m (71.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 14,  Bridge Improvement Cost: $1,391,000,  Roadway Improvement Cost: $139,000,  Total Project Cost: $2,086,000 ( Estimate for 2015),  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: 12426,  Location: S 26 T 45 N R 6 E (Lat: 38.609453,  Lng: -90.308025),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 20.70m (67.91ft),  Average Daily Traffic: 18,950 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,583 (year 2033),  Design Load: HS 20,  Features Intersected: RVR DES PERES, BNSF RR,  Facility Carried by Structure: ARSENAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 41.5m (136.2ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 13,  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: 12429,  Location: S 20 T 44 N R 6 E (Lat: 38.621536,  Lng: -90.288236),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Posted for load,  Structure Length: 25.85m (84.81ft),  Average Daily Traffic: 44,150 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 59,603 (year 2033),  Design Load: HS 20,  Features Intersected: RVR DES PERES, UP RR, BN,  Facility Carried by Structure: HAMPTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 7,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.58m (8.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 13,  Bridge Improvement Cost: $4,901,000,  Roadway Improvement Cost: $490,000,  Total Project Cost: $7,351,000 ( Estimate for 2014),  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: 1243,  Location: S 31 T 58 N R 23 W (Lat: 39.797308,  Lng: -93.531247),  Route carried "on" structure: State highway V,  Year Built: 1981,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 680 (year 2014),  Truck Traffic: 11%,  Average Future Daily Traffic: 850 (year 2035),  Design Load: H 20,  Features Intersected: BLACKWELL BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.336,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 84.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 14
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Structure Number: 1243,  Location: S 20 T 44 N R 6 E (Lat: 38.621675,  Lng: -90.290214),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Posted for load,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 1,580 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,133 (year 2034),  Design Load: HS 20,  Features Intersected: RVR DES PERES,  Facility Carried by Structure: KNOX AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum 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: April 14,  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: 12432,  Location: S. OF MANCHESTER (Lat: 38.622169,  Lng: -90.276081),  Route carried "on" structure: City street ,  Year Built: 1926,  Year Reconstructed: 1986,  Status: Posted for load,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 5,587 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,542 (year 2034),  Design Load: HS 20,  Features Intersected: RVR DES PERES,  Facility Carried by Structure: MACKLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Length Of Structure Improvement: 0.46m (1.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 14,  Bridge Improvement Cost: $394,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $591,000 ( Estimate for 2014),  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: 12433,  Location: S 7 T 44 N R 7 E (Lat: 38.559619,  Lng: -90.283150),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Posted for load,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 22,010 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,714 (year 2033),  Design Load: HS 20,  Features Intersected: RVR DES PERES,  Facility Carried by Structure: MORGANFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.81m (2.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 13,  Bridge Improvement Cost: $1,475,000,  Roadway Improvement Cost: $147,000,  Total Project Cost: $2,213,000 ( Estimate for 2014),  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: 12434,  Location: S. OF MANCHESTER (Lat: 38.621997,  Lng: -90.280450),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Posted for load,  Structure Length: 3.37m (11.06ft),  Average Daily Traffic: 5,700 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,695 (year 2034),  Features Intersected: RVR DES PERES,  Facility Carried by Structure: SUBLETTE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.43m (1.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 14,  Bridge Improvement Cost: $368,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $552,000 ( Estimate for 2014),  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: 12435,  Location: S. OF MANCHESTER (Lat: 38.621531,  Lng: -90.286367),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Posted for load,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 200 (year 2014),  Truck Traffic: 25%,  Average Future Daily Traffic: 270 (year 2034),  Features Intersected: RVR DES PERES,  Facility Carried by Structure: SULPHUR AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Serious,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 27.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.38m (1.25ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 14,  Bridge Improvement Cost: $188,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $282,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 1244,  Location: S 23 T 45 N R 7 E (Lat: 38.618433,  Lng: -90.184369),  Route carried "on" structure: Interstate 55,  Year Built: 1963,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 65.99m (216.50ft),  Average Daily Traffic: 101,755 (year 2014),  Truck Traffic: 18%,  Average Future Daily Traffic: 127,193 (year 2035),  Design Load: H 20,  Features Intersected: MISSISSIPPI RVR, CST WHA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 16.7m (54.8ft), Horizontal Clearance: 152.3m (499.7ft)),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 182.9m (600.1ft),  Curb-To-Curb Width: 32.1m (105.3ft),  Out-to-Out Width: 34.5m (113.2ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 50.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.60m (21.65ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 13,  Critical Feature Inspection Date: March 13,  Underwater Inspection Date: September 14,  Bridge Improvement Cost: $52,359,000,  Roadway Improvement Cost: $5,235,000,  Total Project Cost: $78,539,000 ( Estimate for 2015),  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 1245,  Location: S 23 T 45 N R 7 E (Lat: 38.623244,  Lng: -90.201456),  Route carried "on" structure: Interstate 64,  Year Built: 1964,  Status: Posted for load,  Structure Length: 239.18m (784.71ft),  Average Daily Traffic: 45,039 (year 2014),  Truck Traffic: 11%,  Average Future Daily Traffic: 56,298 (year 2035),  Design Load: HS 20,  Features Intersected: IS 55, RP IS44W TO IS55N
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 62.950,  Lanes on structure: 2,  Lanes under structure: 36,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 87,  Length of Maximum Span: 75.6m (248.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.92m (78.48ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Critical Feature Inspection Date: June 14,  Bridge Improvement Cost: $36,696,000,  Roadway Improvement Cost: $3,669,000,  Total Project Cost: $55,044,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Built-up
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