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

Average Daily Traffic

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Structure Number: 31007400690400A, Location: 0.6 MI W I 55 (Lat: 34.587222, Lng: -89.956944), Route carried "on" structure: State highway 740, Year Built: 2006, Status: Open, Structure Length: 9.37m (30.74ft), Average Daily Traffic: 2,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 3,000 (year 2025), Design Load: HS 20, Features Intersected: CNIC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.889, Lanes on structure: 2, Base Highway Network: Yes, 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: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 31007400690400B, Location: 0.6 MI W I 55 (Lat: 34.587222, Lng: -89.956944), Route carried "on" structure: State highway 740, Year Built: 2006, Status: Open, Structure Length: 9.37m (30.74ft), Average Daily Traffic: 2,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 3,000 (year 2025), Design Load: HS 20, Features Intersected: CNIC RR
Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 0.889, Lanes on structure: 2, Base Highway Network: Yes, 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: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 31007400690402A, Location: 0.3 MI W I 55 (Lat: 34.587222, Lng: -89.951944), Route carried "on" structure: State highway 740, Year Built: 2006, Status: Open, Structure Length: 9.07m (29.76ft), Average Daily Traffic: 2,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 3,000 (year 2025), Design Load: HS 20, Features Intersected: WEST DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.307, Lanes on structure: 2, Base Highway Network: Yes, 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: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 31007400690402B, Location: 0.3 MI W I 55 (Lat: 34.587222, Lng: -89.951944), Route carried "on" structure: State highway 740, Year Built: 2006, Status: Open, Structure Length: 9.07m (29.76ft), Average Daily Traffic: 2,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 3,000 (year 2025), Design Load: HS 20, Features Intersected: WEST DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.307, Lanes on structure: 2, Base Highway Network: Yes, 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: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 31007400690405A, Location: SR 740 OVER I 55 (Lat: 34.587222, Lng: -89.946944), Route carried "on" structure: State highway 740, Year Built: 2006, Status: Open, Structure Length: 10.07m (33.04ft), Average Daily Traffic: 2,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 3,000 (year 2025), Design Load: HS 20, Features Intersected: I 55
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.695, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, 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: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 31007400690405B, Location: SR 740 OVER I 55 (Lat: 34.587222, Lng: -89.946944), Route carried "on" structure: State highway 740, Year Built: 2006, Status: Open, Structure Length: 10.07m (33.04ft), Average Daily Traffic: 2,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 3,000 (year 2025), Design Load: HS 20, Features Intersected: I 55
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.695, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, 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: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 31007400690405A, Location: SR 740 OVER I 55 (Lat: 34.587222, Lng: -89.946944), Route carried "under" structure: Interstate 55, Year Built: 2006, Structure Length: 10.07m (33.04ft), Average Daily Traffic: 11,500 (year 2005), Truck Traffic: 20%, Features Intersected: I 55, Facility Carried by Structure: SR 740
Minimum Vertical Clearance: 5.62m (18.44ft), Kilometerpoint: 0.378, 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: 34.587222, Lng: -89.946944), Route carried "under" structure: Interstate 55, Year Built: 2006, Structure Length: 10.07m (33.04ft), Average Daily Traffic: 11,500 (year 2005), Truck Traffic: 20%, Features Intersected: I 55, Facility Carried by Structure: SR 740
Minimum Vertical Clearance: 0.56m (1.84ft), Kilometerpoint: 0.378, 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: 34.587222, Lng: -89.946944), Route carried "under" structure: Interstate 55, Year Built: 2006, Structure Length: 10.07m (33.04ft), Average Daily Traffic: 11,500 (year 2005), Truck Traffic: 20%, Features Intersected: I 55, Facility Carried by Structure: SR 740
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 0.378, 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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