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

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Structure Number: 11764,  Location: S 31 T 54 N R 13 W (Lat: 39.433333,  Lng: -92.416667),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 11.09m (36.38ft),  Average Daily Traffic: 4,780 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,975 (year 2027),  Design Load: HS 20,  Features Intersected: US 63, OR 63,  Facility Carried by Structure: SINNOCK AVE E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.028,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.2m (148.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 32.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  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: 11792,  Location: S 31 T 54 N R 13 W (Lat: 39.445000,  Lng: -92.423333),  Route carried "on" structure: US 63,  Year Built: 1998,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 6,406 (year 2006),  Truck Traffic: 17%,  Average Future Daily Traffic: 11,210 (year 2027),  Design Load: HS 25,  Features Intersected: US 24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 408.884,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Inventory Rating: 58.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum 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: 11793,  Location: S 25 T 54 N R 14 W (Lat: 39.440000,  Lng: -92.423333),  Route carried "on" structure: US 63,  Year Built: 1998,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 3,808 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 6,664 (year 2027),  Design Load: HS 25,  Features Intersected: US 24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 133.920,  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: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Inventory Rating: 58.0 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: Equal to present minimum 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: 118,  Location: S 6 T 53 N R 13 W (Lat: 39.420000,  Lng: -92.411667),  Route carried "on" structure: State highway 63,  Year Built: 1998,  Status: Open,  Structure Length: 13.29m (43.60ft),  Average Daily Traffic: 11,000 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,750 (year 2027),  Design Load: HS 20,  Features Intersected: BNSF RR, COON CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.989,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 21.3m (69.9ft),  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: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present desirable criteria,  Waterway Adequacy: Equal 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: 11802,  Location: S 6 T 53 N R 13 W (Lat: 39.416667,  Lng: -92.413333),  Route carried "on" structure: State highway EE,  Year Built: 1999,  Status: Open,  Structure Length: 11.19m (36.71ft),  Average Daily Traffic: 3,253 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,228 (year 2027),  Design Load: HS 20,  Features Intersected: US 63
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.957,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.0m (154.2ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 62.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum 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: 11929,  Location: S 6 T 53 N R 13 W (Lat: 39.420000,  Lng: -92.413333),  Route carried "on" structure: US 63,  Year Built: 1991,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 6,406 (year 2006),  Truck Traffic: 17%,  Average Future Daily Traffic: 11,210 (year 2027),  Design Load: HS 20,  Features Intersected: NS RR, COON CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 405.967,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.4m (73.5ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 74.0 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: Meets minimum limits,  Underclear: Equal to present desirable criteria,  Waterway Adequacy: Equal 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: 11948,  Location: S 6 T 53 N R 13 W (Lat: 39.423333,  Lng: -92.410000),  Route carried "on" structure: US 63,  Year Built: 2000,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 6,795 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 11,891 (year 2027),  Design Load: HS 25,  Features Intersected: NS RR, COON CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 136.811,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.4m (73.5ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 93.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present desirable criteria,  Waterway Adequacy: Equal 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: 3719,  Location: S 25 T 54 N R 14 W (Lat: 39.440000,  Lng: -92.436667),  Route carried "on" structure: US 24,  Year Built: 1988,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 12,572 (year 2006),  Truck Traffic: 19%,  Average Future Daily Traffic: 22,001 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: NS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 217.756,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.3m (66.6ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Excellent,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum 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

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Structure Number: 11764,  Location: S 31 T 54 N R 13 W (Lat: 39.433333,  Lng: -92.416667),  Route carried "under" structure: US 63,  Year Built: 1998,  Structure Length: 11.09m (36.38ft),  Average Daily Traffic: 6,795 (year 2006),  Truck Traffic: 12%,  Features Intersected: US 63,  Facility Carried by Structure: SINNOCK AVE E
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 135.575,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.2m (148.3ft)

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Structure Number: 11764,  Location: S 31 T 54 N R 13 W (Lat: 39.433333,  Lng: -92.416667),  Route carried "under" structure: US 63,  Year Built: 1998,  Structure Length: 11.09m (36.38ft),  Average Daily Traffic: 6,406 (year 2006),  Truck Traffic: 17%,  Features Intersected: US 63,  Facility Carried by Structure: SINNOCK AVE E
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 407.281,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.2m (148.3ft)

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Structure Number: 11792,  Location: S 31 T 54 N R 13 W (Lat: 39.445000,  Lng: -92.423333),  Route carried "under" structure: US 24,  Year Built: 1998,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 13,568 (year 2006),  Truck Traffic: 12%,  Features Intersected: US 24,  Facility Carried by Structure: US 63 N
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 218.821,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 11793,  Location: S 25 T 54 N R 14 W (Lat: 39.440000,  Lng: -92.423333),  Route carried "under" structure: US 24,  Year Built: 1998,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 16,110 (year 2006),  Truck Traffic: 19%,  Features Intersected: US 24,  Facility Carried by Structure: US 63 S
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 218.792,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 11802,  Location: S 6 T 53 N R 13 W (Lat: 39.416667,  Lng: -92.413333),  Route carried "under" structure: US 63,  Year Built: 1999,  Structure Length: 11.19m (36.71ft),  Average Daily Traffic: 6,406 (year 2006),  Truck Traffic: 17%,  Features Intersected: US 63,  Facility Carried by Structure: RT EE E
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 405.641,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.0m (154.2ft)

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Structure Number: 11802,  Location: S 6 T 53 N R 13 W (Lat: 39.416667,  Lng: -92.413333),  Route carried "under" structure: US 63,  Year Built: 1999,  Structure Length: 11.19m (36.71ft),  Average Daily Traffic: 6,795 (year 2006),  Truck Traffic: 12%,  Features Intersected: US 63,  Facility Carried by Structure: RT EE E
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 137.224,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.0m (154.2ft)