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


  • National Bridge Inventory (NBI) Statistics
  • 54Number of bridges
  • 810ft / 247mTotal length
  • $2,443,000Total costs
  • 1,697,172Total average daily traffic
  • 184,520Total average daily truck traffic
  • 481,743Total future (year 2036) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Town and Country
  • No street view available for this location

New bridges in Town and Country, MO - historical statistics
  • New bridges - historical statistics
  • 11920-1929
  • 11950-1959
  • 51970-1979
  • 261980-1989
  • 101990-1999
  • 32000-2009
  • 82010-2018
Reconstructed bridges in Town and Country, MO - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11970-1979
  • 11980-1989
Average Bridge Daily Traffic in Town and Country, MO
Average Bridge Truck Traffic in Town and Country, MO
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 4.5%Excellent
  • 13.6%Very good
  • 36.4%Good
  • 36.4%Satisfactory
  • 9.1%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 13.6%Excellent
  • 9.1%Very good
  • 50.0%Good
  • 18.2%Satisfactory
  • 9.1%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 13.6%Excellent
  • 9.1%Very good
  • 36.4%Good
  • 27.3%Satisfactory
  • 13.6%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 5.6%Excellent
  • 11.1%Very good
  • 16.7%Good
  • 44.4%Satisfactory
  • 22.2%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 80.0%Satisfactory
  • 20.0%Fair
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Structure Number: 12031,  Location: S 34 T 45 N R 5 E (Lat: 38.603825,  Lng: -90.451939),  Route carried "on" structure: State highway 100,  Year Built: 1999,  Status: Open,  Structure Length: 45.45m (149.11ft),  Average Daily Traffic: 22,497 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 31,495 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: IS 270, RP IS270W TO MO1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.268,  Lanes on structure: 4,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 4.1m (13.5ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 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: 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: 12031,  Location: S 34 T 45 N R 5 E (Lat: 38.603825,  Lng: -90.451939),  Route carried "under" structure: Interstate 270,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 93,748 (year 2016),  Truck Traffic: 18%,  Features Intersected: IS 270,  Facility Carried by Structure: MO 100 W
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 16.517,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 4.1m (13.5ft)

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Structure Number: 12031,  Location: S 34 T 45 N R 5 E (Lat: 38.603825,  Lng: -90.451939),  Route carried "under" structure: Ramp State highway ,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 7,064 (year 2016),  Truck Traffic: 19%,  Features Intersected: RP IS270W TO MO100E,  Facility Carried by Structure: MO 100 W
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.399,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 4.1m (13.5ft)

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Structure Number: 12031,  Location: S 34 T 45 N R 5 E (Lat: 38.603825,  Lng: -90.451939),  Route carried "under" structure: Interstate 270,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 92,188 (year 2016),  Truck Traffic: 18%,  Features Intersected: IS 270,  Facility Carried by Structure: MO 100 W
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 41.059,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 4.1m (13.5ft)

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Structure Number: 156,  Location: S 32 T 45 N R 5 E (Lat: 38.598475,  Lng: -90.491083),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Posted for load,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 3,173 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,077 (year 2037),  Design Load: H 20,  Features Intersected: BR GRAND GLAIZE CR,  Facility Carried by Structure: WYNCREST DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.622,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 1.1m (3.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 6.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Bridge Improvement Cost: $391,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $587,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy
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Structure Number: 15609,  Location: S 31 T 45 N R 5 E (Lat: 38.592811,  Lng: -90.493075),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Posted for load,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 8,214 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,142 (year 2037),  Design Load: HS 20,  Features Intersected: GRAND GLAIZE CR,  Facility Carried by Structure: WEIDMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.622,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 1.4m (4.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 6.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1561,  Location: S 32 T 45 N R 5 E (Lat: 38.595164,  Lng: -90.487450),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Posted for load,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 4,077 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,523 (year 2037),  Design Load: HS 20,  Features Intersected: GRAND GLAIZE CR,  Facility Carried by Structure: DIETRICH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.783,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2369,  Location: S 36 T 61 N R 40 W (Lat: 40.051483,  Lng: -95.362406),  Route carried "on" structure: US 159,  Year Built: 1974,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 1,059 (year 2016),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,429 (year 2036),  Design Load: H 20,  Features Intersected: BIG LK OVRFL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.985,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  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: Better than present minimum criteria,  Deck Geometry: Equal to 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: November 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Built-up,  Deck Protection: Bituminous
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Structure Number: 2369,  Location: S 20 T 45 N R 5 E (Lat: 38.614694,  Lng: -90.475806),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Posted for load,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 500 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 675 (year 2037),  Design Load: HS 20,  Features Intersected: BR OF GRAND GLAIZE,  Facility Carried by Structure: FEATHERSTONE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017
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Structure Number: 23691,  Location: S 20 T 45 N R 5 E (Lat: 38.612100,  Lng: -90.476078),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Posted for load,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 40 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 27 (year 2037),  Design Load: HS 20,  Features Intersected: BR OF GRAND GLAIZE,  Facility Carried by Structure: MASON KNOLL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017
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Structure Number: 23692,  Location: S 32 T 45 N R 5 E (Lat: 38.600083,  Lng: -90.473944),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Posted for load,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 500 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 675 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: BR OF GRAND GLAIZE,  Facility Carried by Structure: BARRETT STA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.4m (1.3ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017
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Structure Number: 29103,  Location: S 31 T 45 N R 5 E (Lat: 38.617956,  Lng: -90.498228),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Posted for load,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 4,626 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,402 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: GRAND GLAIZE CR,  Facility Carried by Structure: WEIDMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 1.5m (4.9ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 74.7 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,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 30518,  Location: S 28 T 45 N R 5 E (Lat: 38.605417,  Lng: -90.462639),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,948 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,922 (year 2036),  Design Load: HS 20,  Features Intersected: DITCH,  Facility Carried by Structure: TOPPING RD N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.299,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 96.0m (315.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 87.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017
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Structure Number: 32943,  Location: S 109 T 45 N R 5 E (Lat: 38.660278,  Lng: -90.503378),  Route carried "under" structure: State highway 141,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 47,329 (year 2016),  Truck Traffic: 5%,  Features Intersected: MO 141,  Facility Carried by Structure: RT AB E
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 32.145,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 32943,  Location: S 109 T 45 N R 5 E (Lat: 38.660278,  Lng: -90.503378),  Route carried "under" structure: State highway 141,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 14,358 (year 2016),  Truck Traffic: 5%,  Features Intersected: MO 141,  Facility Carried by Structure: RT AB E
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 17.529,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 32964,  Location: S 109 T 45 N R 5 E (Lat: 38.661358,  Lng: -90.502850),  Route carried "on" structure: Ramp State highway ,  Year Built: 2010,  Status: Open,  Structure Length: 15.52m (50.92ft),  Average Daily Traffic: 550 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 687 (year 2036),  Features Intersected: CREVE COEUR CR,  Facility Carried by Structure: RP RTABE TO MO141N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.159,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 96.3 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 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: 3297,  Location: S 109 T 45 N R 5 E (Lat: 38.661969,  Lng: -90.502978),  Route carried "on" structure: State highway 141,  Year Built: 2011,  Status: Open,  Structure Length: 15.01m (49.25ft),  Average Daily Traffic: 24,853 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 31,066 (year 2036),  Features Intersected: CREVE COUER CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.259,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 219.0m (718.5ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.6 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 32971,  Location: S 109 T 45 N R 5 E (Lat: 38.661939,  Lng: -90.503200),  Route carried "on" structure: Ramp State highway ,  Year Built: 2011,  Status: Open,  Structure Length: 14.71m (48.26ft),  Average Daily Traffic: 550 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 687 (year 2036),  Features Intersected: CREVE COUER CR,  Facility Carried by Structure: RP MO141S TO RTABE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.116,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Good,  Channel: Good,  Operating Rating: 7.2 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 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: 3341,  Location: S 24 T 45 N R 4 E (Lat: 38.625375,  Lng: -90.513297),  Route carried "under" structure: State highway 141,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 18,819 (year 2016),  Truck Traffic: 5%,  Features Intersected: MO 141,  Facility Carried by Structure: CLAYTON RD E
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 28.093,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 3341,  Location: S 24 T 45 N R 4 E (Lat: 38.625375,  Lng: -90.513297),  Route carried "under" structure: State highway 141,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 23,124 (year 2016),  Truck Traffic: 6%,  Features Intersected: MO 141,  Facility Carried by Structure: CLAYTON RD E
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 21.601,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 3343,  Location: S 13 T 45 N R 4 E (Lat: 38.642344,  Lng: -90.510328),  Route carried "on" structure: Interstate 64,  Year Built: 1985,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 72,081 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 90,101 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: MO 141, CO NORTH FORTY D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.338,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 158.0m (518.4ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 1.6m (5.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.7 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: 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: 8.30m (27.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $1,076,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $1,614,000 ( 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: 3343,  Location: S 13 T 45 N R 4 E (Lat: 38.642344,  Lng: -90.510328),  Route carried "under" structure: State highway 141,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 22,256 (year 2016),  Truck Traffic: 5%,  Features Intersected: MO 141,  Facility Carried by Structure: IS 64 W
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 19.631,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 3343,  Location: S 13 T 45 N R 4 E (Lat: 38.642344,  Lng: -90.510328),  Route carried "under" structure: State highway 141,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 33,190 (year 2016),  Truck Traffic: 5%,  Features Intersected: MO 141,  Facility Carried by Structure: IS 64 W
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 30.047,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 3343,  Location: S 13 T 45 N R 4 E (Lat: 38.642344,  Lng: -90.510328),  Route carried "under" structure: Ramp State highway ,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 558 (year 2016),  Truck Traffic: 5%,  Features Intersected: CO NORTH FORTY DR TO SOR,  Facility Carried by Structure: IS 64 W
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 0.175,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 3344,  Location: S 13 T 45 N R 4 E (Lat: 38.640322,  Lng: -90.511081),  Route carried "under" structure: State highway 141,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 33,190 (year 2016),  Truck Traffic: 5%,  Features Intersected: MO 141,  Facility Carried by Structure: OR 64 E
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 2.981,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 3344,  Location: S 13 T 45 N R 4 E (Lat: 38.640322,  Lng: -90.511081),  Route carried "under" structure: State highway 141,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 39,109 (year 2016),  Truck Traffic: 6%,  Features Intersected: MO 141,  Facility Carried by Structure: OR 64 E
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 19.871,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 34089,  Location: S 7 T 45 N R 8 E (Lat: 38.661950,  Lng: -90.503686),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Posted for load,  Structure Length: 10.58m (34.71ft),  Average Daily Traffic: 5,041 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,065 (year 2037),  Features Intersected: CREVE COEUR CR,  Facility Carried by Structure: N WOODS MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 3.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 34642,  Location: S 1923 T 45 N R 5 E (Lat: 38.670972,  Lng: -90.469861),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Posted for load,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 12,294 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,047 (year 2037),  Design Load: HS 20,  Features Intersected: SMITH CR,  Facility Carried by Structure: MASON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 95.4 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: Superior 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: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $161,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $242,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 34815,  Location: S 8 T 45 N R 5 E (Lat: 38.660750,  Lng: -90.479250),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Posted for load,  Structure Length: 1.53m (5.02ft),  Average Daily Traffic: 5,892 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,133 (year 2037),  Design Load: HS 20,  Features Intersected: SMITH CR,  Facility Carried by Structure: MASON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.4m (47.2ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 34957,  Location: S 7 T 45 N R 5 E (Lat: 38.649611,  Lng: -90.503694),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 2.21m (7.25ft),  Average Daily Traffic: 9,189 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,405 (year 2037),  Design Load: HS 20,  Features Intersected: MARYVILLE CR,  Facility Carried by Structure: CONWAY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.9m (68.6ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 55.8 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3549,  Location: S 17 T 45 N R 5 E (Lat: 38.638603,  Lng: -90.480819),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 8,203 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,304 (year 2036),  Design Load: HS 20,  Features Intersected: IS 64,  Facility Carried by Structure: MASON RD S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.053,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 2.5m (8.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 4.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 3549,  Location: S 17 T 45 N R 5 E (Lat: 38.638603,  Lng: -90.480819),  Route carried "under" structure: Interstate 64,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 82,670 (year 2016),  Truck Traffic: 8%,  Features Intersected: IS 64,  Facility Carried by Structure: MASON RD S
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 26.773,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 3.1m (10.2ft)

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Structure Number: 3549,  Location: S 17 T 45 N R 5 E (Lat: 38.638603,  Lng: -90.480819),  Route carried "under" structure: Interstate 64,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 76,803 (year 2016),  Truck Traffic: 11%,  Features Intersected: IS 64,  Facility Carried by Structure: MASON RD S
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 38.924,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 3.1m (10.2ft)

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Structure Number: 3575,  Location: S 18 T 45 N R 5 E (Lat: 38.639511,  Lng: -90.498394),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 9,916 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,874 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: IS 64,  Facility Carried by Structure: MARYVILLE CENTRE D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.159,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 3575,  Location: S 18 T 45 N R 5 E (Lat: 38.639511,  Lng: -90.498394),  Route carried "under" structure: Interstate 64,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 72,081 (year 2016),  Truck Traffic: 8%,  Features Intersected: IS 64,  Facility Carried by Structure: MARYVILLE CENTRE D
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 28.304,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 3575,  Location: S 18 T 45 N R 5 E (Lat: 38.639511,  Lng: -90.498394),  Route carried "under" structure: Interstate 64,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 76,803 (year 2016),  Truck Traffic: 11%,  Features Intersected: IS 64,  Facility Carried by Structure: MARYVILLE CENTRE D
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 37.387,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 359,  Location: S 2 T 21 N R 13 E (Lat: 36.483811,  Lng: -89.614836),  Route carried "on" structure: State highway M,  Year Built: 1958,  Status: Open,  Structure Length: 0.29m (0.95ft),  Average Daily Traffic: 166 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 257 (year 2036),  Design Load: H 15,  Features Intersected: DTCH #21
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.338,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 34.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 359,  Location: S 22 T 45 N R 5 E (Lat: 38.627425,  Lng: -90.450825),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 9.88m (32.41ft),  Average Daily Traffic: 8,236 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,530 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: IS 270,  Facility Carried by Structure: CLAYTON RD E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.429,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 177.0m (580.7ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 50.5m (165.7ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.0m,  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 5.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 359,  Location: S 22 T 45 N R 5 E (Lat: 38.627425,  Lng: -90.450825),  Route carried "under" structure: Interstate 270,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 92,188 (year 2016),  Truck Traffic: 18%,  Features Intersected: IS 270,  Facility Carried by Structure: CLAYTON RD E
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 38.441,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.5m (165.7ft)

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Structure Number: 359,  Location: S 22 T 45 N R 5 E (Lat: 38.627425,  Lng: -90.450825),  Route carried "under" structure: Interstate 270,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 99,318 (year 2016),  Truck Traffic: 18%,  Features Intersected: IS 270,  Facility Carried by Structure: CLAYTON RD E
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 19.158,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.5m (165.7ft)

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Structure Number: 375,  Location: S 15 T 45 N R 5 E (Lat: 38.638475,  Lng: -90.443511),  Route carried "on" structure: Interstate 64,  Year Built: 1991,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 79,727 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 99,658 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: RT JJ
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.147,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 152.0m (498.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.9m (9.5ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 7.2 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: 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,  Inspection Date: October 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 375,  Location: S 15 T 45 N R 5 E (Lat: 38.638475,  Lng: -90.443511),  Route carried "under" structure: State highway JJ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 16,994 (year 2016),  Truck Traffic: 5%,  Features Intersected: RT JJ,  Facility Carried by Structure: IS 64 E
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.142,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.9m (9.5ft)

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Structure Number: 3751,  Location: S 15 T 45 N R 5 E (Lat: 38.638669,  Lng: -90.443528),  Route carried "under" structure: State highway JJ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 16,994 (year 2016),  Truck Traffic: 5%,  Features Intersected: RT JJ,  Facility Carried by Structure: IS 64 W
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.122,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.9m (9.5ft)

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Structure Number: 3809,  Location: S 15 T 45 N R 5 E (Lat: 38.638800,  Lng: -90.451178),  Route carried "on" structure: Ramp State highway ,  Year Built: 1988,  Status: Open,  Structure Length: 70.81m (232.32ft),  Average Daily Traffic: 17,221 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 21,526 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: IS 270, RP IS64E TO IS27,  Facility Carried by Structure: RP IS64W TO IS270W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.262,  Lanes on structure: 1,  Lanes under structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Number Of Approach Spans: 4,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 0.9m (3.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present 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: March 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: 3809,  Location: S 15 T 45 N R 5 E (Lat: 38.638800,  Lng: -90.451178),  Route carried "under" structure: Interstate 270,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 99,020 (year 2016),  Truck Traffic: 12%,  Features Intersected: IS 270
Minimum Vertical Clearance: 5.04m (16.54ft),  Kilometerpoint: 20.538,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.2m (145.0ft)

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Structure Number: 3809,  Location: S 15 T 45 N R 5 E (Lat: 38.638800,  Lng: -90.451178),  Route carried "under" structure: Ramp State highway ,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 16,311 (year 2016),  Truck Traffic: 3%,  Features Intersected: RP IS270W TO IS64E,  Facility Carried by Structure: RP IS64W TO IS270W
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 0.338,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.2m (145.0ft)

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Structure Number: 3809,  Location: S 15 T 45 N R 5 E (Lat: 38.638800,  Lng: -90.451178),  Route carried "under" structure: Ramp State highway ,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 16,890 (year 2016),  Truck Traffic: 10%,  Features Intersected: RP IS64E TO IS270W,  Facility Carried by Structure: RP IS64W TO IS270W
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 0.642,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.2m (145.0ft)

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Structure Number: 3809,  Location: S 15 T 45 N R 5 E (Lat: 38.638800,  Lng: -90.451178),  Route carried "under" structure: Interstate 270,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 99,780 (year 2016),  Truck Traffic: 12%,  Features Intersected: IS 270
Minimum Vertical Clearance: 0.05m (0.16ft),  Kilometerpoint: 37.046,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.2m (145.0ft)

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Structure Number: 3812,  Location: S 15 T 45 N R 5 E (Lat: 38.638100,  Lng: -90.446506),  Route carried "on" structure: Ramp State highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 4,122 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,152 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: RP IS270E TO IS64E,  Facility Carried by Structure: RP IS64E TO RTJJ S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.037,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 0.9m (3.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 64.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3812,  Location: S 15 T 45 N R 5 E (Lat: 38.638100,  Lng: -90.446506),  Route carried "under" structure: Ramp State highway ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 16,253 (year 2016),  Truck Traffic: 18%,  Features Intersected: RP IS270E TO IS64E,  Facility Carried by Structure: RP IS64E TO RTJJ S
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 0.533,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.3m (142.1ft)

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Structure Number: 3844,  Location: S 13 T 45 N R 4 E (Lat: 38.643169,  Lng: -90.513964),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 4,887 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,330 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: IS 64, RP IS64E TO MO141,  Facility Carried by Structure: S WOODS MILL RD S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.083,  Lanes on structure: 3,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: October 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: 3844,  Location: S 13 T 45 N R 4 E (Lat: 38.643169,  Lng: -90.513964),  Route carried "under" structure: Interstate 64,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 64,638 (year 2016),  Truck Traffic: 8%,  Features Intersected: IS 64,  Facility Carried by Structure: S WOODS MILL RD S
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 2.972,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 3844,  Location: S 13 T 45 N R 4 E (Lat: 38.643169,  Lng: -90.513964),  Route carried "under" structure: Interstate 64,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 72,681 (year 2016),  Truck Traffic: 11%,  Features Intersected: IS 64,  Facility Carried by Structure: S WOODS MILL RD S
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 35.969,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 4453,  Location: S 31 T 45 N R 5 E (Lat: 38.596389,  Lng: -90.487669),  Route carried "on" structure: State highway 100,  Year Built: 1921,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 43,253 (year 2016),  Truck Traffic: 13%,  Average Future Daily Traffic: 60,554 (year 2036),  Design Load: HS 20,  Features Intersected: GLAIZE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 168.021,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 213.0m (698.8ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.4m (1.3ft)

Condition: Channel: Fair,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017
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