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


  • National Bridge Inventory (NBI) Statistics
  • 19Number of bridges
  • 152m499ftTotal length
  • $1,336,000Total costs
  • 148,110Total average daily traffic
  • 21,128Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Senatobia
  • No street view available for this location

New bridges - Historical Statistics

  • 81950-1959
  • 11990-1999
  • 102000-2009

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 11000550692641A,  Location: 3.2 MI N PANOLA CL (Lat: 34.598964,  Lng: -89.947603),  Route carried "on" structure: Interstate 55,  Year Built: 1959,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 12,000 (year 2012),  Truck Traffic: 15%,  Average Future Daily Traffic: 18,000 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CANAL & SHANDS BOTTOM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.425,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Bridge Improvement Cost: $184,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $210,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000550692641B,  Location: 3.2 MI N PANOLA CL (Lat: 34.598544,  Lng: -89.947303),  Route carried "on" structure: Interstate 55,  Year Built: 1959,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 12,000 (year 2012),  Truck Traffic: 15%,  Average Future Daily Traffic: 18,000 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CANAL & SHANDS BOTTOM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.119,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Bridge Improvement Cost: $184,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $210,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000550692655A,  Location: I 55 OVER SR 4 (Lat: 34.619536,  Lng: -89.951197),  Route carried "on" structure: Interstate 55,  Year Built: 1959,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 12,000 (year 2012),  Truck Traffic: 17%,  Average Future Daily Traffic: 18,000 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.109,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.77m (22.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Bridge Improvement Cost: $204,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $230,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000550692655B,  Location: I 55 OVER SR 4 (Lat: 34.618883,  Lng: -89.950736),  Route carried "on" structure: Interstate 55,  Year Built: 1959,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 12,000 (year 2012),  Truck Traffic: 17%,  Average Future Daily Traffic: 18,000 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.406,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.77m (22.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Bridge Improvement Cost: $204,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $230,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place
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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 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,000 (year 2033),  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: 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 14,  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 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,000 (year 2033),  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 14,  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 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,000 (year 2033),  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 14,  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 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,000 (year 2033),  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 14,  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 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,000 (year 2033),  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 14,  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 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,000 (year 2033),  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: SA690000000012,  Location: SEC 33 T 6S R 7W B (Lat: 34.598222,  Lng: -89.948500),  Route carried "on" structure: County highway 91,  Year Built: 1993,  Status: Posted for load,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 110 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 150 (year 2033),  Features Intersected: SENATOBIA CREEK BRANCH,  Facility Carried by Structure: SHANS BOTTOM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 4.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 14,  Critical Feature Inspection Date: November 14,  Other Special Inspection Date: November 14,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $157,000,  Total Project Cost: $456,000 ( Estimate for 2011),  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11000550692655A,  Location: I 55 OVER SR 4 (Lat: 34.619536,  Lng: -89.951197),  Route carried "under" structure: State highway 4,  Year Built: 1959,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 13,000 (year 2012),  Truck Traffic: 16%,  Features Intersected: SR 4,  Facility Carried by Structure: I 55
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 12.109,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 11000550692655A,  Location: I 55 OVER SR 4 (Lat: 34.619536,  Lng: -89.951197),  Route carried "under" structure: State highway 4,  Year Built: 1959,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 7,000 (year 2012),  Truck Traffic: 8%,  Features Intersected: SR 4,  Facility Carried by Structure: I 55
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 12.109,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 11000550692655B,  Location: I 55 OVER SR 4 (Lat: 34.618883,  Lng: -89.950736),  Route carried "under" structure: State highway 4,  Year Built: 1959,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 13,000 (year 2012),  Truck Traffic: 16%,  Features Intersected: SR 4,  Facility Carried by Structure: I 55
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 7.406,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 11000550692655B,  Location: I 55 OVER SR 4 (Lat: 34.618883,  Lng: -89.950736),  Route carried "under" structure: State highway 4,  Year Built: 1959,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 7,000 (year 2012),  Truck Traffic: 8%,  Features Intersected: SR 4,  Facility Carried by Structure: I 55
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 7.406,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.4m (66.9ft)

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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: 12,000 (year 2013),  Truck Traffic: 15%,  Features Intersected: I 55,  Facility Carried by Structure: SR 740
Minimum Vertical Clearance: 5.51m (18.08ft),  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: 3.0m (9.8ft)

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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: 12,000 (year 2013),  Truck Traffic: 15%,  Features Intersected: I 55,  Facility Carried by Structure: SR 740
Minimum Vertical Clearance: 5.51m (18.08ft),  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: 3.0m (9.8ft)

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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: 12,000 (year 2013),  Truck Traffic: 15%,  Features Intersected: I 55,  Facility Carried by Structure: SR 740
Minimum Vertical Clearance: 5.11m (16.77ft),  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: 3.0m (9.8ft)

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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: 12,000 (year 2013),  Truck Traffic: 15%,  Features Intersected: I 55,  Facility Carried by Structure: SR 740
Minimum Vertical Clearance: 5.08m (16.67ft),  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: 3.0m (9.8ft)

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