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

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Structure Number: 11873,  Location: S 22 T 51 N R 33 W (Lat: 39.216667,  Lng: -94.590000),  Route carried "on" structure: US 169,  Year Built: 2000,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 18,550 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 33,390 (year 2027),  Design Load: HS 25,  Features Intersected: CST 68TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 189.853,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 70.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than 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: September 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: 28493,  Location: S 18 T 52 N R 32 W (Lat: 39.216883,  Lng: -94.533344),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 5,000 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,750 (year 2026),  Design Load: HS 20,  Features Intersected: SCHOAL CR,  Facility Carried by Structure: ANTIOCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 75.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: June 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 316,  Location: S 18 T 51 N R 32 W (Lat: 39.230000,  Lng: -94.540000),  Route carried "on" structure: State highway 1,  Year Built: 1990,  Status: Open,  Structure Length: 11.22m (36.81ft),  Average Daily Traffic: 18,176 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 32,716 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SHOAL CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.680,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 73.0 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: 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: 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: 3584,  Location: S 22 T 51 N R 33 W (Lat: 39.216667,  Lng: -94.590000),  Route carried "on" structure: US 169,  Year Built: 1985,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 25,748 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 46,346 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CST 68TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.653,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 76.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: September 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: 4357,  Location: S 27 T 51 N R 33 W (Lat: 39.195000,  Lng: -94.590000),  Route carried "on" structure: US 169,  Year Built: 1996,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 26,445 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 47,601 (year 2027),  Design Load: HS 25,  Features Intersected: CST ENGLEWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.250,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 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: 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: 4358,  Location: S 27 T 51 N R 33 W (Lat: 39.195000,  Lng: -94.590000),  Route carried "on" structure: US 169,  Year Built: 1996,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 27,523 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 49,541 (year 2027),  Design Load: HS 25,  Features Intersected: CST ENGLEWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 192.257,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum 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: 11873,  Location: S 22 T 51 N R 33 W (Lat: 39.216667,  Lng: -94.590000),  Route carried "under" structure: City street ,  Year Built: 2000,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 13,319 (year 2006),  Truck Traffic: 10%,  Features Intersected: CST 68TH ST,  Facility Carried by Structure: US 169 S
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 2.231,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 3584,  Location: S 22 T 51 N R 33 W (Lat: 39.216667,  Lng: -94.590000),  Route carried "under" structure: City street ,  Year Built: 1985,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 17,760 (year 2006),  Truck Traffic: 10%,  Features Intersected: CST 68TH ST,  Facility Carried by Structure: US 169 N
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 2.251,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 4357,  Location: S 27 T 51 N R 33 W (Lat: 39.195000,  Lng: -94.590000),  Route carried "under" structure: City street ,  Year Built: 1996,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 20,140 (year 2006),  Truck Traffic: 10%,  Features Intersected: CST ENGLEWOOD RD,  Facility Carried by Structure: US 169 N
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 1.004,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 4358,  Location: S 27 T 51 N R 33 W (Lat: 39.195000,  Lng: -94.590000),  Route carried "under" structure: City street ,  Year Built: 1996,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 12,364 (year 2006),  Truck Traffic: 10%,  Features Intersected: CST ENGLEWOOD RD,  Facility Carried by Structure: US 169 S
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.098,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)