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

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Structure Number: 15599,  Location: S 32 T 46 N R 6 E (Lat: 38.678333,  Lng: -90.358333),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1973,  Status: Posted for load,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 10,760 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,216 (year 2026),  Design Load: HS 20,  Features Intersected: RVR DES PERES,  Facility Carried by Structure: WOODSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 17.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.20m (0.66ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  Underwater Inspection Date: Febuary 2006,  Bridge Improvement Cost: $233,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $349,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2422,  Location: S 5 T 45 N R 6 E (Lat: 38.673333,  Lng: -90.365000),  Route carried "on" structure: Interstate 170,  Year Built: 1968,  Year Reconstructed: 1983,  Status: Posted for load,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 105,648 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 132,060 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: MO 340
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.596,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.0 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2717,  Location: S 28 T 46 N R 6 E (Lat: 38.700000,  Lng: -90.350000),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 9,546 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,364 (year 2028),  Design Load: HS 20,  Features Intersected: IS 170,  Facility Carried by Structure: MIDLAND BLVD E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.614,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.8m (91.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: 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,  Inspection Date: December 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: 2718,  Location: S 33 T 46 N R 6 E (Lat: 38.686667,  Lng: -90.355000),  Route carried "on" structure: Interstate 170,  Year Built: 1980,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 106,661 (year 2004),  Truck Traffic: 11%,  Average Future Daily Traffic: 133,326 (year 2028),  Design Load: HS 20,  Features Intersected: RT D, RT D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.005,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 32.8m (107.6ft),  Out-to-Out Width: 33.8m (110.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 43.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 31528,  Location: S 5 T 45 N R 6 E (Lat: 38.673333,  Lng: -90.365000),  Route carried "on" structure: Interstate 170,  Year Built: 2006,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 54,491 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 68,113 (year 2028),  Design Load: HS 25,  Features Intersected: MO 340
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.349,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 63.4m (208.0ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 82.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 31529,  Location: S 5 T 45 N R 6 E (Lat: 38.673333,  Lng: -90.365000),  Route carried "on" structure: Interstate 170,  Year Built: 2006,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 51,157 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 63,946 (year 2028),  Design Load: HS 25,  Features Intersected: MO 340
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.588,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 63.4m (208.0ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 82.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 3204,  Location: S 32 T 46 N R 6 E (Lat: 38.678333,  Lng: -90.358333),  Route carried "on" structure: County highway ,  Year Built: 2008,  Status: Not yet open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 12,000 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,200 (year 2027),  Design Load: HS 20,  Features Intersected: RVR DES PERES,  Facility Carried by Structure: WOODSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.2m (43.3ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Inventory Rating: 76.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 2422,  Location: S 5 T 45 N R 6 E (Lat: 38.673333,  Lng: -90.365000),  Route carried "under" structure: State highway 340,  Year Built: 1968,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 36,812 (year 2006),  Truck Traffic: 13%,  Features Intersected: MO 340,  Facility Carried by Structure: IS 170 E
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 26.292,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 2717,  Location: S 28 T 46 N R 6 E (Lat: 38.700000,  Lng: -90.350000),  Route carried "under" structure: Interstate 170,  Year Built: 1981,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 57,013 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 170,  Facility Carried by Structure: MIDLAND BLVD E
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 8.533,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 2717,  Location: S 28 T 46 N R 6 E (Lat: 38.700000,  Lng: -90.350000),  Route carried "under" structure: Interstate 170,  Year Built: 1981,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 55,700 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 170,  Facility Carried by Structure: MIDLAND BLVD E
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.946,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 31528,  Location: S 5 T 45 N R 6 E (Lat: 38.673333,  Lng: -90.365000),  Route carried "under" structure: State highway 340,  Year Built: 2006,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 14,429 (year 2006),  Truck Traffic: 48%,  Features Intersected: MO 340,  Facility Carried by Structure: IS 170 W
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 4.764,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 63.4m (208.0ft)

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Structure Number: 31528,  Location: S 5 T 45 N R 6 E (Lat: 38.673333,  Lng: -90.365000),  Route carried "under" structure: State highway 340,  Year Built: 2006,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 22,383 (year 2006),  Truck Traffic: 13%,  Features Intersected: MO 340,  Facility Carried by Structure: IS 170 W
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 26.292,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 63.4m (208.0ft)

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Structure Number: 31529,  Location: S 5 T 45 N R 6 E (Lat: 38.673333,  Lng: -90.365000),  Route carried "under" structure: State highway 340,  Year Built: 2006,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 7,789 (year 2006),  Truck Traffic: 10%,  Features Intersected: MO 340,  Facility Carried by Structure: IS 170 E
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 4.743,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 63.4m (208.0ft)

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Structure Number: 31529,  Location: S 5 T 45 N R 6 E (Lat: 38.673333,  Lng: -90.365000),  Route carried "under" structure: State highway 340,  Year Built: 2006,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 22,383 (year 2006),  Truck Traffic: 13%,  Features Intersected: MO 340,  Facility Carried by Structure: IS 170 E
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 26.292,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 63.4m (208.0ft)