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

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Structure Number: 31,  Location: S 33 T 49 N R 30 W (Lat: 39.010000,  Lng: -94.221667),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 10 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 15 (year 2027),  Features Intersected: CREEK,  Facility Carried by Structure: SNI-A-BAR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 54.0 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2007,  Underwater Inspection Date: August 2005,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3532,  Location: S 33 T 49 N R 30 W (Lat: 39.008333,  Lng: -94.228333),  Route carried "on" structure: State highway AA,  Year Built: 1986,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 8,168 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,435 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: BLUE BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.244,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 58.5 metric tons,  Inventory Rating: 36.0 metric tons,  Structural Evaluation: Better than present minimum criteria,  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: June 2007

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Structure Number: 3533,  Location: S 34 T 49 N R 30 W (Lat: 39.011667,  Lng: -94.215000),  Route carried "on" structure: State highway AA,  Year Built: 1986,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 9,478 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,269 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: BLUE BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.414,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.8m (48.6ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  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: October 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: 3642,  Location: S 5 T 49 N R 33 W (Lat: 39.101667,  Lng: -94.575000),  Route carried "on" structure: State highway 9,  Year Built: 1985,  Status: Open,  Structure Length: 12.68m (41.60ft),  Average Daily Traffic: 13,773 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 18,593 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: IS 29, RP IS29N TO MO9N,
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Lanes under structure: 14,  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: 7,  Length of Maximum Span: 23.2m (76.1ft),  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: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.0 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  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: 6649,  Location: S 26 T 49 N R 30 W (Lat: 39.021667,  Lng: -94.198333),  Route carried "on" structure: Interstate 70,  Year Built: 1963,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 23,781 (year 2006),  Truck Traffic: 42%,  Average Future Daily Traffic: 32,104 (year 2028),  Design Load: HS 20,  Features Intersected: US 40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 365.449,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.0m,  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 53.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.0 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 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Cathodic Protection

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Structure Number: 6691,  Location: S 26 T 49 N R 30 W (Lat: 39.021667,  Lng: -94.198333),  Route carried "on" structure: Interstate 70,  Year Built: 1963,  Status: Posted for load,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 18,371 (year 2006),  Truck Traffic: 29%,  Average Future Daily Traffic: 24,800 (year 2028),  Design Load: HS 20,  Features Intersected: US 40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.263,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 51.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.0 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Cathodic Protection

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Structure Number: 3642,  Location: S 5 T 49 N R 33 W (Lat: 39.101667,  Lng: -94.575000),  Route carried "under" structure: Interstate 29,  Year Built: 1985,  Structure Length: 12.68m (41.60ft),  Average Daily Traffic: 41,065 (year 2006),  Truck Traffic: 10%,  Features Intersected: IS 29,  Facility Carried by Structure: MO 9 N
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 207.532,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 3642,  Location: S 5 T 49 N R 33 W (Lat: 39.101667,  Lng: -94.575000),  Route carried "under" structure: Interstate 29,  Year Built: 1985,  Structure Length: 12.68m (41.60ft),  Average Daily Traffic: 38,600 (year 2006),  Truck Traffic: 10%,  Features Intersected: IS 29,  Facility Carried by Structure: MO 9 N
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 2.866,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 3642,  Location: S 5 T 49 N R 33 W (Lat: 39.101667,  Lng: -94.575000),  Route carried "under" structure: Ramp State highway ,  Year Built: 1985,  Structure Length: 12.68m (41.60ft),  Average Daily Traffic: 5,500 (year 2007),  Truck Traffic: 10%,  Features Intersected: RP IS29N TO MO9N,  Facility Carried by Structure: MO 9 N
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 3642,  Location: S 5 T 49 N R 33 W (Lat: 39.101667,  Lng: -94.575000),  Route carried "under" structure: Ramp State highway ,  Year Built: 1985,  Structure Length: 12.68m (41.60ft),  Average Daily Traffic: 11,000 (year 2007),  Truck Traffic: 10%,  Features Intersected: RP IS29N TO MO9N,  Facility Carried by Structure: MO 9 N
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.264,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 3642,  Location: S 5 T 49 N R 33 W (Lat: 39.101667,  Lng: -94.575000),  Route carried "under" structure: Ramp State highway ,  Year Built: 1985,  Structure Length: 12.68m (41.60ft),  Average Daily Traffic: 5,500 (year 2007),  Truck Traffic: 10%,  Features Intersected: RP IS29S TO INDEPENDENCE,  Facility Carried by Structure: MO 9 N
Minimum Vertical Clearance: 0.91m (2.99ft),  Kilometerpoint: 0.018,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 3642,  Location: S 5 T 49 N R 33 W (Lat: 39.101667,  Lng: -94.575000),  Route carried "under" structure: Ramp State highway ,  Year Built: 1985,  Structure Length: 12.68m (41.60ft),  Average Daily Traffic: 2,918 (year 2006),  Truck Traffic: 10%,  Features Intersected: RP MO9S TO IS29N,  Facility Carried by Structure: MO 9 N
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 0.401,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 6649,  Location: S 26 T 49 N R 30 W (Lat: 39.021667,  Lng: -94.198333),  Route carried "under" structure: US 40,  Year Built: 1963,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 5,632 (year 2006),  Truck Traffic: 10%,  Features Intersected: US 40,  Facility Carried by Structure: IS 70 W
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 370.473,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 6691,  Location: S 26 T 49 N R 30 W (Lat: 39.021667,  Lng: -94.198333),  Route carried "under" structure: US 40,  Year Built: 1963,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 5,632 (year 2006),  Truck Traffic: 10%,  Features Intersected: US 40,  Facility Carried by Structure: IS 70 E
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 370.494,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.2m (49.9ft)