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Bridge Statistics for Senatobia, Mississippi (MS) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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National Bridge Inventory (NBI) Statistics
Number of bridges: 10
Total length: 97 meters (318ft)
Total average daily traffic: 58,000
Total average daily truck traffic: 10,160
National Bridge Inventory (NBI) Registered Bridges for Senatobia
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Average Daily Traffic

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Structure Number: 31007400690400A,  Location: 0.6 MI W I 55 (Lat: 34.587850,  Lng: -89.956706),  Route carried "on" structure: State highway 740,  Year Built: 2006,  Status: Open,  Structure Length: 9.37m (30.74ft),  Average Daily Traffic: 2,000 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,000 (year 2029),  Design Load: HS 20,  Features Intersected: CNIC RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.337,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 74,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.0m (101.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than 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: September 10,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31007400690400B,  Location: 0.6 MI W I 55 (Lat: 34.587481,  Lng: -89.957672),  Route carried "on" structure: State highway 740,  Year Built: 2006,  Status: Open,  Structure Length: 9.37m (30.74ft),  Average Daily Traffic: 2,000 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,000 (year 2029),  Design Load: HS 20,  Features Intersected: CNIC RR
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 1.014,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 74,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.0m (101.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than 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: September 10,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31007400690402A,  Location: 0.3 MI W I 55 (Lat: 34.588019,  Lng: -89.951419),  Route carried "on" structure: State highway 740,  Year Built: 2006,  Status: Open,  Structure Length: 9.07m (29.76ft),  Average Daily Traffic: 2,000 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,000 (year 2029),  Design Load: HS 20,  Features Intersected: WEST DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.853,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 74,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 30.0m (98.4ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 63.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than 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: September 10,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31007400690402B,  Location: 0.3 MI W I 55 (Lat: 34.587644,  Lng: -89.952550),  Route carried "on" structure: State highway 740,  Year Built: 2006,  Status: Open,  Structure Length: 9.07m (29.76ft),  Average Daily Traffic: 2,000 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,000 (year 2029),  Design Load: HS 20,  Features Intersected: WEST DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.489,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 74,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 30.0m (98.4ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 63.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than 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: September 10,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31007400690405A,  Location: SR 740 OVER I 55 (Lat: 34.588192,  Lng: -89.946547),  Route carried "on" structure: State highway 740,  Year Built: 2006,  Status: Open,  Structure Length: 10.07m (33.04ft),  Average Daily Traffic: 2,000 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,000 (year 2029),  Design Load: HS 20,  Features Intersected: I 55
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.404,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 74,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.0m (98.4ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 10,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31007400690405B,  Location: SR 740 OVER I 55 (Lat: 34.587803,  Lng: -89.947619),  Route carried "on" structure: State highway 740,  Year Built: 2006,  Status: Open,  Structure Length: 10.07m (33.04ft),  Average Daily Traffic: 2,000 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,000 (year 2029),  Design Load: HS 20,  Features Intersected: I 55
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.946,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 74,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.0m (98.4ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 10,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31007400690405A,  Location: SR 740 OVER I 55 (Lat: 34.588192,  Lng: -89.946547),  Route carried "under" structure: Interstate 55,  Year Built: 2006,  Structure Length: 10.07m (33.04ft),  Average Daily Traffic: 11,500 (year 2008),  Truck Traffic: 20%,  Features Intersected: I 55,  Facility Carried by Structure: SR 740
Minimum Vertical Clearance: 5.62m (18.44ft),  Kilometerpoint: 0.404,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.0m (98.4ft)

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Structure Number: 31007400690405A,  Location: SR 740 OVER I 55 (Lat: 34.588192,  Lng: -89.946547),  Route carried "under" structure: Interstate 55,  Year Built: 2006,  Structure Length: 10.07m (33.04ft),  Average Daily Traffic: 11,500 (year 2008),  Truck Traffic: 20%,  Features Intersected: I 55,  Facility Carried by Structure: SR 740
Minimum Vertical Clearance: 0.56m (1.84ft),  Kilometerpoint: 0.404,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.0m (98.4ft)

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Structure Number: 31007400690405B,  Location: SR 740 OVER I 55 (Lat: 34.587803,  Lng: -89.947619),  Route carried "under" structure: Interstate 55,  Year Built: 2006,  Structure Length: 10.07m (33.04ft),  Average Daily Traffic: 11,500 (year 2008),  Truck Traffic: 20%,  Features Intersected: I 55,  Facility Carried by Structure: SR 740
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 1.946,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.0m (98.4ft)

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Structure Number: 31007400690405B,  Location: SR 740 OVER I 55 (Lat: 34.587803,  Lng: -89.947619),  Route carried "under" structure: Interstate 55,  Year Built: 2006,  Structure Length: 10.07m (33.04ft),  Average Daily Traffic: 11,500 (year 2008),  Truck Traffic: 20%,  Features Intersected: I 55,  Facility Carried by Structure: SR 740
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 1.946,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.0m (98.4ft)

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