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

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Structure Number: 141,  Location: S 12 T 44 N R 5 E (Lat: 38.558333,  Lng: -90.406667),  Route carried "on" structure: Interstate 44,  Year Built: 1967,  Year Reconstructed: 1997,  Status: Posted for load,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 50,114 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 62,642 (year 2028),  Design Load: HS 20,  Features Intersected: US 61, US 50
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 446.817,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.0m (52.5ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 42.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Built-up,  Deck Protection: Cathodic Protection

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Structure Number: 1411,  Location: S 12 T 44 N R 5 E (Lat: 38.558333,  Lng: -90.406667),  Route carried "on" structure: Interstate 44,  Year Built: 1967,  Year Reconstructed: 1997,  Status: Posted for load,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 49,016 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 61,270 (year 2028),  Design Load: HS 20,  Features Intersected: US 61, US 50
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.188,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.0m (52.5ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Built-up,  Deck Protection: Cathodic Protection

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Structure Number: 1412,  Location: S 12 T 44 N R 6 E (Lat: 38.568333,  Lng: -90.391667),  Route carried "on" structure: City street ,  Year Built: 1967,  Year Reconstructed: 1984,  Status: Posted for load,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 12,792 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,908 (year 2028),  Design Load: HS 20,  Features Intersected: IS 44,  Facility Carried by Structure: BIG BEND BLVD E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.064,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.0m,  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $497,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $746,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Built-up

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Structure Number: 1413,  Location: S 12 T 44 N R 6 E (Lat: 38.568333,  Lng: -90.391667),  Route carried "on" structure: City street ,  Year Built: 1967,  Year Reconstructed: 1984,  Status: Posted for load,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 10,224 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,313 (year 2028),  Design Load: HS 20,  Features Intersected: IS 44,  Facility Carried by Structure: BIG BEND BLVD W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.330,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.0m,  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $497,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $746,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Built-up

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Structure Number: 1414,  Location: S 13 T 44 N R 5 E (Lat: 38.568333,  Lng: -90.393333),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 1.29m (4.23ft),  Average Daily Traffic: 19,968 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 27,955 (year 2028),  Design Load: HS 20,  Features Intersected: GRAVOIS CR,  Facility Carried by Structure: BIG BEND BLVD E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.189,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 58.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007

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Structure Number: 1415,  Location: S 7 T 44 N R 6 E (Lat: 38.570000,  Lng: -90.390000),  Route carried "on" structure: Interstate 44,  Year Built: 1967,  Status: Open,  Structure Length: 1.29m (4.23ft),  Average Daily Traffic: 119,067 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 148,833 (year 2028),  Design Load: HS 20,  Features Intersected: BR GRAVOIS CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 449.787,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 58.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007

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Structure Number: 1416,  Location: S 7 T 44 N R 6 E (Lat: 38.570000,  Lng: -90.390000),  Route carried "on" structure: City street ,  Year Built: 1967,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 3,159 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,738 (year 2028),  Design Load: H 20,  Features Intersected: IS 44,  Facility Carried by Structure: HOLMES AVE S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.238,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 55.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Built-up

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Structure Number: 23607,  Location: S 23 T 44 N R 5 E (Lat: 38.528333,  Lng: -90.421667),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 3,240 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,374 (year 2025),  Design Load: HS 20,  Features Intersected: GRAVOIS CREEK BR,  Facility Carried by Structure: W WATSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.17m (0.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $61,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $91,000 ( Estimate for 2008),  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: 23608,  Location: S 26 T 44 N R 5 E (Lat: 38.525000,  Lng: -90.426667),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 3,240 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,374 (year 2025),  Features Intersected: GRAVOIS CREEK BR,  Facility Carried by Structure: W WATSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 20.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.16m (0.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $110,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $166,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23609,  Location: 0.3MI E.OF MERAMEC RIVER (Lat: 38.516667,  Lng: -90.425000),  Route carried "on" structure: City street ,  Year Built: 1925,  Year Reconstructed: 1991,  Status: Posted for load,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 9,270 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,515 (year 2025),  Design Load: H 15,  Features Intersected: CR TO MERAMEC RVR,  Facility Carried by Structure: GRAVOIS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Inventory Rating: 67.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007

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Structure Number: 2595,  Location: S 13 T 44 N R 5 E (Lat: 38.556667,  Lng: -90.405000),  Route carried "on" structure: US 50,  Year Built: 1983,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 35,117 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 43,896 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: MO 366
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 407.741,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 83.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.0 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3031,  Location: S 22 T 44 N R 5 E (Lat: 38.543333,  Lng: -90.455000),  Route carried "on" structure: Ramp State highway ,  Year Built: 1981,  Status: Open,  Structure Length: 11.16m (36.61ft),  Average Daily Traffic: 5,500 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,250 (year 2028),  Design Load: HS 20,  Features Intersected: IS 44, OR 44, OR 44,  Facility Carried by Structure: RP SOR44E TO MRAZ
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.314,  Lanes on structure: 4,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 24.2m (79.4ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 53.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Other Special Inspection Date: June 2007,  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: 141,  Location: S 12 T 44 N R 5 E (Lat: 38.558333,  Lng: -90.406667),  Route carried "under" structure: US 50,  Year Built: 1967,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 21,394 (year 2006),  Truck Traffic: 10%,  Features Intersected: US 50,  Facility Carried by Structure: IS 44 E
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 15.092,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.0m (52.5ft)

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Structure Number: 141,  Location: S 12 T 44 N R 5 E (Lat: 38.558333,  Lng: -90.406667),  Route carried "under" structure: US 61,  Year Built: 1967,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 39,919 (year 2006),  Truck Traffic: 10%,  Features Intersected: US 61,  Facility Carried by Structure: IS 44 E
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 273.433,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.0m (52.5ft)

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Structure Number: 1411,  Location: S 12 T 44 N R 5 E (Lat: 38.558333,  Lng: -90.406667),  Route carried "under" structure: US 50,  Year Built: 1967,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 21,394 (year 2006),  Truck Traffic: 10%,  Features Intersected: US 50,  Facility Carried by Structure: IS 44 W
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 15.115,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.0m (52.5ft)

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Structure Number: 1411,  Location: S 12 T 44 N R 5 E (Lat: 38.558333,  Lng: -90.406667),  Route carried "under" structure: US 61,  Year Built: 1967,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 39,919 (year 2006),  Truck Traffic: 10%,  Features Intersected: US 61,  Facility Carried by Structure: IS 44 W
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 27.341,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.0m (52.5ft)

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Structure Number: 1412,  Location: S 12 T 44 N R 6 E (Lat: 38.568333,  Lng: -90.391667),  Route carried "under" structure: Interstate 44,  Year Built: 1967,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 53,133 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 44,  Facility Carried by Structure: BIG BEND BLVD E
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 18.623,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 1412,  Location: S 12 T 44 N R 6 E (Lat: 38.568333,  Lng: -90.391667),  Route carried "under" structure: Interstate 44,  Year Built: 1967,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 55,707 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 44,  Facility Carried by Structure: BIG BEND BLVD E
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 448.475,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 1413,  Location: S 12 T 44 N R 6 E (Lat: 38.568333,  Lng: -90.391667),  Route carried "under" structure: Interstate 44,  Year Built: 1967,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 53,133 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 44,  Facility Carried by Structure: BIG BEND BLVD W
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 18.623,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 1413,  Location: S 12 T 44 N R 6 E (Lat: 38.568333,  Lng: -90.391667),  Route carried "under" structure: Interstate 44,  Year Built: 1967,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 55,707 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 44,  Facility Carried by Structure: BIG BEND BLVD W
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 448.475,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 1416,  Location: S 7 T 44 N R 6 E (Lat: 38.570000,  Lng: -90.390000),  Route carried "under" structure: Interstate 44,  Year Built: 1967,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 58,870 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 44,  Facility Carried by Structure: HOLMES AVE S
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 18.116,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 1416,  Location: S 7 T 44 N R 6 E (Lat: 38.570000,  Lng: -90.390000),  Route carried "under" structure: Interstate 44,  Year Built: 1967,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 60,197 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 44,  Facility Carried by Structure: HOLMES AVE S
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 448.956,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 2595,  Location: S 13 T 44 N R 5 E (Lat: 38.556667,  Lng: -90.405000),  Route carried "under" structure: State highway 366,  Year Built: 1983,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 12,904 (year 2006),  Truck Traffic: 10%,  Features Intersected: MO 366,  Facility Carried by Structure: US 50 E
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 17.122,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 2595,  Location: S 13 T 44 N R 5 E (Lat: 38.556667,  Lng: -90.405000),  Route carried "under" structure: State highway 366,  Year Built: 1983,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 9,570 (year 2006),  Truck Traffic: 10%,  Features Intersected: MO 366,  Facility Carried by Structure: US 50 E
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 0.216,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 3031,  Location: S 22 T 44 N R 5 E (Lat: 38.543333,  Lng: -90.455000),  Route carried "under" structure: Interstate 44,  Year Built: 1981,  Structure Length: 11.16m (36.61ft),  Average Daily Traffic: 48,304 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 44
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 442.086,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.2m (79.4ft)

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Structure Number: 3031,  Location: S 22 T 44 N R 5 E (Lat: 38.543333,  Lng: -90.455000),  Route carried "under" structure: State highway 44,  Year Built: 1981,  Structure Length: 11.16m (36.61ft),  Average Daily Traffic: 8,640 (year 2006),  Truck Traffic: 10%,  Features Intersected: OR 44
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 3.706,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.2m (79.4ft)

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Structure Number: 3031,  Location: S 22 T 44 N R 5 E (Lat: 38.543333,  Lng: -90.455000),  Route carried "under" structure: Interstate 44,  Year Built: 1981,  Structure Length: 11.16m (36.61ft),  Average Daily Traffic: 48,814 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 44
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 24.969,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.2m (79.4ft)