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


  • National Bridge Inventory (NBI) Statistics
  • 610Number of bridges
  • 12,182ft / 3,713mTotal length
  • $668,100,000Total costs
  • 14,456,516Total average daily traffic
  • 1,861,931Total average daily truck traffic
  • 8,298,147Total future (year 2036) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for St. Louis
  • No street view available for this location

New bridges in St. Louis, MO - historical statistics
  • New bridges - historical statistics
  • 1Before 1900
  • 21900-1909
  • 61910-1919
  • 31920-1929
  • 291930-1939
  • 101940-1949
  • 791950-1959
  • 1561960-1969
  • 1001970-1979
  • 361980-1989
  • 291990-1999
  • 872000-2009
  • 722010-2018
Reconstructed bridges in St. Louis, MO - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11940-1949
  • 11950-1959
  • 11960-1969
  • 101970-1979
  • 331980-1989
  • 121990-1999
  • 162000-2009
  • 32010-2018
Average Bridge Daily Traffic in St. Louis, MO
Average Bridge Truck Traffic in St. Louis, MO
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 1.1%Excellent
  • 2.5%Very good
  • 36.6%Good
  • 30.3%Satisfactory
  • 17.6%Fair
  • 7.0%Poor
  • 4.9%Serious
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 3.5%Excellent
  • 8.7%Very good
  • 29.3%Good
  • 25.8%Satisfactory
  • 22.6%Fair
  • 6.3%Poor
  • 3.8%Serious
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 3.8%Excellent
  • 17.1%Very good
  • 31.0%Good
  • 32.1%Satisfactory
  • 11.5%Fair
  • 2.1%Poor
  • 2.4%Serious
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 3.8%Excellent
  • 12.9%Very good
  • 15.9%Good
  • 44.7%Satisfactory
  • 18.9%Fair
  • 3.8%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 5.8%Very good
  • 13.5%Good
  • 59.6%Satisfactory
  • 21.2%Fair
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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: 0.60m (1.97ft),  Average Daily Traffic: 1,545 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,244 (year 2037),  Design Load: HS 20,  Features Intersected: N FK SPRING RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 299.812,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  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: Satisfactory,  Channel: Fair,  Operating Rating: 63.9 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: 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: January 2018,  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: 1.43m (4.69ft),  Average Daily Traffic: 1,528 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 3,208 (year 2036),  Design Load: HS 20,  Features Intersected: NORFORK LK, NORFORK LK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 327.414,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 82.0m (269.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.4m (7.9ft),  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: Fair,  Substructure: Fair,  Channel: Poor,  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: Somewhat better than minimum adequacy,  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 2018,  Underwater Inspection Date: September 2017,  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: 12,523 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 21,915 (year 2037),  Design Load: HS 20,  Features Intersected: JAMES RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 355.122,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  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: Good,  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: Febuary 2018,  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: 11,008 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,264 (year 2036),  Design Load: H 20,  Features Intersected: FINLEY CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 177.131,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 2.3m (7.5ft),  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 2016,  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: 53,044 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 66,305 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: MO PAC RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.357,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 219.0m (718.5ft),  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: Fair,  Superstructure: Satisfactory,  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: July 2017,  Other Special Inspection Date: July 2017,  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: 2,743 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,840 (year 2036),  Design Load: H 20,  Features Intersected: IS 44, RV 70, RV 70,  Facility Carried by Structure: BROADWAY S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.142,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  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,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.10m (33.14ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Other Special Inspection Date: July 2017,  Bridge Improvement Cost: $1,151,000,  Roadway Improvement Cost: $115,000,  Total Project Cost: $1,727,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 112,  Location: S 13 T 45 N R 7 E (Lat: 38.638039,  Lng: -90.186336),  Route carried "under" structure: Interstate 44,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 31,885 (year 2016),  Truck Traffic: 18%,  Features Intersected: IS 44,  Facility Carried by Structure: BROADWAY S
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.908,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 35.5m (116.5ft)

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Structure Number: 112,  Location: S 13 T 45 N R 7 E (Lat: 38.638039,  Lng: -90.186336),  Route carried "under" structure: State highway 70,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 11,637 (year 2016),  Truck Traffic: 10%,  Features Intersected: RV 70,  Facility Carried by Structure: BROADWAY S
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 9.424,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 35.5m (116.5ft)

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Structure Number: 112,  Location: S 13 T 45 N R 7 E (Lat: 38.638039,  Lng: -90.186336),  Route carried "under" structure: Interstate 44,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 45,646 (year 2016),  Truck Traffic: 18%,  Features Intersected: IS 44,  Facility Carried by Structure: BROADWAY S
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 470.905,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 35.5m (116.5ft)

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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: 1,818 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,817 (year 2036),  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: 61.0m (200.1ft),  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: 0.9m (3.0ft)

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 2016,  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: 2,407 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 3,008 (year 2036),  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: 61.0m (200.1ft),  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: 8.90m (29.20ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2017,  Bridge Improvement Cost: $1,068,000,  Roadway Improvement Cost: $106,000,  Total Project Cost: $1,602,000 ( Estimate for 2018),  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: 59,554 (year 2016),  Truck Traffic: 18%,  Average Future Daily Traffic: 74,442 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: CST BROADWAY, CST S 7TH,
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 3.174,  Lanes on structure: 3,  Lanes under structure: 24,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 158.0m (518.4ft),  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: Satisfactory,  Superstructure: Satisfactory,  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: 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 2017,  Other Special Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 11732,  Location: S 25 T 45 N R 7 E (Lat: 38.615067,  Lng: -90.194044),  Route carried "under" structure: City street ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 10,148 (year 2016),  Truck Traffic: 5%,  Features Intersected: CST BROADWAY,  Facility Carried by Structure: IS 44 W
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 1.926,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 11732,  Location: S 25 T 45 N R 7 E (Lat: 38.615067,  Lng: -90.194044),  Route carried "under" structure: City street ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 10,748 (year 2016),  Truck Traffic: 5%,  Features Intersected: CST S 7TH BLVD,  Facility Carried by Structure: IS 44 W
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 0.739,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 11732,  Location: S 25 T 45 N R 7 E (Lat: 38.615067,  Lng: -90.194044),  Route carried "under" structure: State highway 100,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 2,172 (year 2016),  Truck Traffic: 13%,  Features Intersected: MO 100,  Facility Carried by Structure: IS 44 W
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 194.932,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 11732,  Location: S 25 T 45 N R 7 E (Lat: 38.615067,  Lng: -90.194044),  Route carried "under" structure: City street ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 4,343 (year 2016),  Truck Traffic: 5%,  Features Intersected: CST PARK AVE,  Facility Carried by Structure: IS 44 W
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 3.557,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 11732,  Location: S 25 T 45 N R 7 E (Lat: 38.615067,  Lng: -90.194044),  Route carried "under" structure: City street ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 224 (year 2016),  Truck Traffic: 5%,  Features Intersected: CST HICKORY ST,  Facility Carried by Structure: IS 44 W
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.288,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 11732,  Location: S 25 T 45 N R 7 E (Lat: 38.615067,  Lng: -90.194044),  Route carried "under" structure: City street ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 224 (year 2016),  Truck Traffic: 5%,  Features Intersected: CST CONVENT ST,  Facility Carried by Structure: IS 44 W
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 0.006,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 11732,  Location: S 25 T 45 N R 7 E (Lat: 38.615067,  Lng: -90.194044),  Route carried "under" structure: City street ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 224 (year 2016),  Truck Traffic: 5%,  Features Intersected: CST LOMBARD ST,  Facility Carried by Structure: IS 44 W
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 0.138,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 11732,  Location: S 25 T 45 N R 7 E (Lat: 38.615067,  Lng: -90.194044),  Route carried "under" structure: City street ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 224 (year 2016),  Truck Traffic: 5%,  Features Intersected: CST GRATIOT ST,  Facility Carried by Structure: IS 44 W
Minimum Vertical Clearance: 4.19m (13.75ft),  Kilometerpoint: 0.084,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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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: 65,794 (year 2016),  Truck Traffic: 18%,  Average Future Daily Traffic: 82,242 (year 2036),  Design Load: HS 20,  Features Intersected: CST BROADWAY, CST S 7TH,
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: 219.0m (718.5ft),  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: 3.2m (10.5ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Critical Feature Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex 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 "under" structure: City street ,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 10,148 (year 2016),  Truck Traffic: 5%,  Features Intersected: CST BROADWAY,  Facility Carried by Structure: IS 44 E
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.196,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 3.2m (10.5ft)

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Structure Number: 11769,  Location: S 13 T 45 N R 7 E (Lat: 38.614942,  Lng: -90.193883),  Route carried "under" structure: City street ,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 10,748 (year 2016),  Truck Traffic: 5%,  Features Intersected: CST S 7TH BLVD,  Facility Carried by Structure: IS 44 E
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.777,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 3.2m (10.5ft)

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Structure Number: 11769,  Location: S 13 T 45 N R 7 E (Lat: 38.614942,  Lng: -90.193883),  Route carried "under" structure: City street ,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 4,343 (year 2016),  Truck Traffic: 5%,  Features Intersected: CST PARK AVE,  Facility Carried by Structure: IS 44 E
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 3.595,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 3.2m (10.5ft)

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Structure Number: 11769,  Location: S 13 T 45 N R 7 E (Lat: 38.614942,  Lng: -90.193883),  Route carried "under" structure: State highway 100,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 2,172 (year 2016),  Truck Traffic: 13%,  Features Intersected: MO 100,  Facility Carried by Structure: IS 44 E
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 194.963,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 3.2m (10.5ft)

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Structure Number: 11769,  Location: S 13 T 45 N R 7 E (Lat: 38.614942,  Lng: -90.193883),  Route carried "under" structure: ServiceState highway 44,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 482 (year 2016),  Truck Traffic: 5%,  Features Intersected: OR 44
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 0.068,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 3.2m (10.5ft)

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Structure Number: 11769,  Location: S 13 T 45 N R 7 E (Lat: 38.614942,  Lng: -90.193883),  Route carried "under" structure: City street ,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 224 (year 2016),  Truck Traffic: 5%,  Features Intersected: CST LOMBARD ST,  Facility Carried by Structure: IS 44 E
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 0.164,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 3.2m (10.5ft)

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Structure Number: 11769,  Location: S 13 T 45 N R 7 E (Lat: 38.614942,  Lng: -90.193883),  Route carried "under" structure: City street ,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 224 (year 2016),  Truck Traffic: 5%,  Features Intersected: CST GRATIOT ST,  Facility Carried by Structure: IS 44 E
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.105,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 3.2m (10.5ft)

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Structure Number: 11769,  Location: S 13 T 45 N R 7 E (Lat: 38.614942,  Lng: -90.193883),  Route carried "under" structure: City street ,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 224 (year 2016),  Truck Traffic: 5%,  Features Intersected: CST CONVENT ST,  Facility Carried by Structure: IS 44 E
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 0.089,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 3.2m (10.5ft)

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Structure Number: 118,  Location: S 11 T 45 N R 7 E (Lat: 38.646994,  Lng: -90.190997),  Route carried "under" structure: Interstate 70,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 56,896 (year 2016),  Truck Traffic: 18%,  Features Intersected: IS 70,  Facility Carried by Structure: MADISON ST W
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 400.995,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 19.1m (62.7ft)

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Structure Number: 118,  Location: S 11 T 45 N R 7 E (Lat: 38.646994,  Lng: -90.190997),  Route carried "under" structure: State highway 70,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 23,274 (year 2016),  Truck Traffic: 10%,  Features Intersected: RV 70,  Facility Carried by Structure: MADISON ST W
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 8.357,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 19.1m (62.7ft)

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Structure Number: 118,  Location: S 11 T 45 N R 7 E (Lat: 38.646994,  Lng: -90.190997),  Route carried "under" structure: Interstate 70,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 71,043 (year 2016),  Truck Traffic: 18%,  Features Intersected: IS 70,  Facility Carried by Structure: MADISON ST W
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 1.347,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 19.1m (62.7ft)

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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: 109,427 (year 2017),  Truck Traffic: 18%,  Average Future Daily Traffic: 136,783 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: CST GRAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 397.843,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 452.0m (1,482.9ft),  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: 58.5 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: 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: July 2017,  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: 11805,  Location: S 14 T 46 N R 7 E (Lat: 38.673006,  Lng: -90.204317),  Route carried "under" structure: City street ,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 15,124 (year 2017),  Truck Traffic: 5%,  Features Intersected: CST GRAND AVE,  Facility Carried by Structure: IS 70 E
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 1.749,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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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: 18,967 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,553 (year 2036),  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: 226.0m (741.5ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.9m (9.5ft),  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: Satisfactory,  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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  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 "under" structure: Interstate 70,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 48,348 (year 2016),  Truck Traffic: 18%,  Features Intersected: IS 70,  Facility Carried by Structure: UNION BLVD S
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 393.104,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.9m (9.5ft)

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Structure Number: 11834,  Location: S 29 T 46 N R 7 E (Lat: 38.688508,  Lng: -90.250972),  Route carried "under" structure: State highway 70,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 23,274 (year 2016),  Truck Traffic: 10%,  Features Intersected: RV 70,  Facility Carried by Structure: UNION BLVD S
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.463,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.9m (9.5ft)

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Structure Number: 11834,  Location: S 29 T 46 N R 7 E (Lat: 38.688508,  Lng: -90.250972),  Route carried "under" structure: Interstate 70,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 55,790 (year 2016),  Truck Traffic: 18%,  Features Intersected: IS 70,  Facility Carried by Structure: UNION BLVD S
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 9.249,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.9m (9.5ft)

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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: 5,235 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 6,543 (year 2036),  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: 73.0m (239.5ft),  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: Fair,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  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: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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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: 112,477 (year 2016),  Truck Traffic: 18%,  Average Future Daily Traffic: 140,596 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: CST ANGELICA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 398.658,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 518.0m (1,699.5ft),  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: July 2017,  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: 11907,  Location: S 14 T 46 N R 2 E (Lat: 38.666600,  Lng: -90.199969),  Route carried "under" structure: City street ,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 1,678 (year 2016),  Truck Traffic: 10%,  Features Intersected: CST ANGELICA ST,  Facility Carried by Structure: IS 70 E
Minimum Vertical Clearance: 4.33m (14.21ft),  Kilometerpoint: 0.995,  Lanes on structure: 10,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.2m (49.9ft)

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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: 131,961 (year 2017),  Truck Traffic: 18%,  Average Future Daily Traffic: 164,951 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: MO 367
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 391.615,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 323.0m (1,059.7ft),  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: 3.6m (11.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.2 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: 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: July 2017,  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 "under" structure: State highway 367,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 3,236 (year 2017),  Truck Traffic: 2%,  Features Intersected: MO 367,  Facility Carried by Structure: IS 70 E
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 1.447,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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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: 6,635 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,952 (year 2036),  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: 91.0m (298.6ft),  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: July 2017,  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: 12,  Location: S 11 T 45 N R 7 E (Lat: 38.652469,  Lng: -90.193714),  Route carried "under" structure: Interstate 70,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 56,896 (year 2016),  Truck Traffic: 18%,  Features Intersected: IS 70,  Facility Carried by Structure: ST LOUIS AVE E
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 400.341,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 19.1m (62.7ft)

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Structure Number: 12,  Location: S 11 T 45 N R 7 E (Lat: 38.652469,  Lng: -90.193714),  Route carried "under" structure: State highway 70,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 23,274 (year 2016),  Truck Traffic: 10%,  Features Intersected: RV 70,  Facility Carried by Structure: ST LOUIS AVE E
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 7.706,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 19.1m (62.7ft)

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Structure Number: 12,  Location: S 11 T 45 N R 7 E (Lat: 38.652469,  Lng: -90.193714),  Route carried "under" structure: Interstate 70,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 71,043 (year 2016),  Truck Traffic: 18%,  Features Intersected: IS 70,  Facility Carried by Structure: ST LOUIS AVE E
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 1.999,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 19.1m (62.7ft)

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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: 0.43m (1.41ft),  Average Daily Traffic: 101,934 (year 2016),  Truck Traffic: 18%,  Average Future Daily Traffic: 127,417 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: CST PRAIRIE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 397.493,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 518.0m (1,699.5ft),  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: 5.2m (17.1ft),  Out-to-Out Width: 54.1m (177.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: 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: July 2017,  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: 12012,  Location: S 14 T 46 N R 2 E (Lat: 38.675817,  Lng: -90.206250),  Route carried "under" structure: City street ,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 11,000 (year 2017),  Truck Traffic: 10%,  Features Intersected: CST PRAIRIE AVE,  Facility Carried by Structure: IS 70 E
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 18.9m (62.0ft)

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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: 130,114 (year 2017),  Truck Traffic: 18%,  Average Future Daily Traffic: 162,642 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: CST BRANCH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 399.937,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 463.0m (1,519.0ft),  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: 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: 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: July 2017,  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 "under" structure: City street ,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 1,139 (year 2017),  Truck Traffic: 5%,  Features Intersected: CST BRANCH ST,  Facility Carried by Structure: IS 70 E
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 0.776,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 19.8m (65.0ft)

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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: 93,911 (year 2017),  Truck Traffic: 18%,  Average Future Daily Traffic: 117,388 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: ST LOUIS TERMINAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 393.931,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 506.0m (1,660.1ft),  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: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 75.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: July 2017,  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: 11,722 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,410 (year 2036),  Design Load: HS 25 or greater,  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: 146.0m (479.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft),  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: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to 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: 8.90m (29.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Bridge Improvement Cost: $1,262,000,  Roadway Improvement Cost: $126,000,  Total Project Cost: $1,894,000 ( Estimate for 2018),  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 "under" structure: State highway 70,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 23,274 (year 2014),  Truck Traffic: 10%,  Features Intersected: RV 70,  Facility Carried by Structure: ADELAIDE AVE E
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.427,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 1.8m (5.9ft)

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Structure Number: 12016,  Location: S 34 T 46 N R 7 E (Lat: 38.679597,  Lng: -90.211169),  Route carried "under" structure: Interstate 70,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 54,628 (year 2016),  Truck Traffic: 18%,  Features Intersected: IS 70,  Facility Carried by Structure: ADELAIDE AVE E
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 5.441,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 1.8m (5.9ft)

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Structure Number: 12016,  Location: S 34 T 46 N R 7 E (Lat: 38.679597,  Lng: -90.211169),  Route carried "under" structure: Interstate 70,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 48,948 (year 2016),  Truck Traffic: 18%,  Features Intersected: IS 70,  Facility Carried by Structure: ADELAIDE AVE E
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 396.913,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 1.8m (5.9ft)

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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: 25,634 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,887 (year 2036),  Design Load: HS 25 or greater,  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: 323.0m (1,059.7ft),  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: 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: 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: July 2017,  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 "under" structure: Interstate 70,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 71,436 (year 2016),  Truck Traffic: 18%,  Features Intersected: IS 70,  Facility Carried by Structure: GOODFELLOW BLVD S
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 11.142,  Lanes on structure: 8,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.5m (106.6ft)

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Structure Number: 12027,  Location: S 24 T 46 N R 6 E (Lat: 38.700542,  Lng: -90.264025),  Route carried "under" structure: Interstate 70,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 68,757 (year 2016),  Truck Traffic: 18%,  Features Intersected: IS 70,  Facility Carried by Structure: GOODFELLOW BLVD S
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 391.226,  Lanes on structure: 8,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.5m (106.6ft)

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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: 0.78m (2.56ft),  Average Daily Traffic: 25,650 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 35,910 (year 2037),  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: 219.0m (718.5ft),  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: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 98.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.5 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: July 2017,  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 "under" structure: Interstate 70,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 49,170 (year 2017),  Truck Traffic: 18%,  Features Intersected: IS 70,  Facility Carried by Structure: KINGSHIGHWAY BLVD
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 393.625,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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