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


  • National Bridge Inventory (NBI) Statistics
  • 103Number of bridges
  • 634m2,080ftTotal length
  • $18,537,000Total costs
  • 823,589Total average daily traffic
  • 57,801Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Tupelo
  • No street view available for this location


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New bridges - Historical Statistics

  • 31930-1939
  • 31940-1949
  • 121950-1959
  • 301960-1969
  • 231970-1979
  • 131980-1989
  • 81990-1999
  • 42000-2009
  • 72010-2012

Reconstructed bridges - Historical Statistics

  • 11960-1969
  • 01970-1979
  • 11980-1989
  • 01990-1999
  • 12000-2009

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 21000450412238A,  Location: 4.0 MI S US 78 (Lat: 34.243597,  Lng: -88.696114),  Route carried "on" structure: US 45,  Year Built: 1976,  Status: Open,  Structure Length: 11.37m (37.30ft),  Average Daily Traffic: 14,000 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 21,000 (year 2029),  Design Load: HS 20,  Features Intersected: BURLINGTON NORTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.223,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 8,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to 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: March 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000450412238B,  Location: 4.0 MI S US 78 (Lat: 34.242483,  Lng: -88.696500),  Route carried "on" structure: US 45,  Year Built: 1972,  Status: Open,  Structure Length: 11.37m (37.30ft),  Average Daily Traffic: 14,000 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 21,000 (year 2029),  Design Load: HS 20,  Features Intersected: BURLINGTON NORTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.780,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 8,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to 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: March 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000450412248A,  Location: US 45 OVER SR 6 (Lat: 34.257850,  Lng: -88.693983),  Route carried "on" structure: US 45,  Year Built: 1976,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 14,000 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 23,250 (year 2029),  Design Load: HS 20,  Features Intersected: SR 6 AND SR 178
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.610,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 67.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000450412248B,  Location: US 45 OVER SR 6 (Lat: 34.257078,  Lng: -88.693786),  Route carried "on" structure: US 45,  Year Built: 1976,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 15,000 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,500 (year 2029),  Design Load: HS 20,  Features Intersected: SR 6 AND SR 178
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.441,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Inventory Rating: 67.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000450412260A,  Location: 1.8 MI S US 78 (Lat: 34.271689,  Lng: -88.701139),  Route carried "on" structure: US 45,  Year Built: 1975,  Status: Open,  Structure Length: 14.84m (48.69ft),  Average Daily Traffic: 15,000 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 23,250 (year 2029),  Design Load: HS 20,  Features Intersected: FRONT ST, KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.803,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 70.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000450412260B,  Location: 1.8 MI S US 78 (Lat: 34.271147,  Lng: -88.699839),  Route carried "on" structure: US 45,  Year Built: 1966,  Status: Open,  Structure Length: 14.90m (48.88ft),  Average Daily Traffic: 15,000 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,500 (year 2029),  Design Load: HS 20,  Features Intersected: FRONT ST, KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.224,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.6m (74.1ft),  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: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.90m (48.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Bridge Improvement Cost: $418,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $618,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000450412273,  Location: 0.7 MI S US 78 (Lat: 34.286286,  Lng: -88.706747),  Route carried "on" structure: US 45,  Year Built: 1983,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 32,000 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 48,000 (year 2029),  Design Load: HS 20,  Features Intersected: OLD TOWN CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.199,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Good,  Culverts: Good,  Structural Evaluation: 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: Febuary 11
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Structure Number: 21000450412276A,  Location: 0.4 MI S US 78 (Lat: 34.291133,  Lng: -88.704747),  Route carried "on" structure: US 45,  Year Built: 1981,  Status: Open,  Structure Length: 13.47m (44.19ft),  Average Daily Traffic: 16,000 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 24,000 (year 2029),  Design Load: HS 20,  Features Intersected: OLD TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.294,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 8,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000450412276B,  Location: 0.4 MI S US 78 (Lat: 34.289917,  Lng: -88.705008),  Route carried "on" structure: US 45,  Year Built: 1981,  Status: Open,  Structure Length: 13.47m (44.19ft),  Average Daily Traffic: 16,000 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 24,000 (year 2029),  Design Load: HS 20,  Features Intersected: OLD TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.633,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 8,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: March 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000060411245,  Location: 0.3 MI W SR 145 (Lat: 34.257242,  Lng: -88.720433),  Route carried "on" structure: US 278,  Year Built: 1950,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 20,000 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,000 (year 2029),  Design Load: H 15,  Features Intersected: KINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.081,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 27,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 11,  Bridge Improvement Cost: $243,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $500,000 ( Estimate for 2004)
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Structure Number: 31000060411246,  Location: 0.2 MI W SR 145 (Lat: 34.257228,  Lng: -88.718914),  Route carried "on" structure: US 278,  Year Built: 1951,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 21,000 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,000 (year 2029),  Design Load: H 15,  Features Intersected: LITTLE KING'S CREEK
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 10.221,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 27,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 11
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Structure Number: 31000060411261,  Location: 0.1 MI E US 45 (Lat: 34.257478,  Lng: -88.691056),  Route carried "on" structure: US 6,  Year Built: 1964,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 17,000 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,500 (year 2029),  Design Load: HS 15,  Features Intersected: OLD TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.297,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000060411263,  Location: 0.3 MI E US 45 (Lat: 34.257453,  Lng: -88.688347),  Route carried "on" structure: US 6,  Year Built: 1947,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 17,000 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 25,500 (year 2029),  Design Load: HS 15,  Features Intersected: OLD TOWN CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.048,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 41.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.76m (32.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Bridge Improvement Cost: $986,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $2,801,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31000060411266,  Location: 0.6 MI E US 45 (Lat: 34.257447,  Lng: -88.684189),  Route carried "on" structure: US 6,  Year Built: 1947,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 19,000 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,500 (year 2029),  Design Load: HS 15,  Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.665,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.39m (40.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Bridge Improvement Cost: $1,265,000,  Roadway Improvement Cost: $127,000,  Total Project Cost: $3,576,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31001450410095,  Location: 0.2 MI S SR 6 (Lat: 34.253561,  Lng: -88.715936),  Route carried "on" structure: State highway 145,  Year Built: 1935,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 17,000 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,500 (year 2029),  Design Load: H 15,  Features Intersected: KINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.976,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.00m (13.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Bridge Improvement Cost: $367,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $1,095,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31001450410115A,  Location: SR 145 OVER SR 178 (Lat: 34.273628,  Lng: -88.715661),  Route carried "on" structure: State highway 145,  Year Built: 1967,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 11,000 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 21,000 (year 2029),  Design Load: HS 20,  Features Intersected: SR 178
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.070,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  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: 11.9m (39.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 82.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.0 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: March 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31001450410115B,  Location: SR 145 OVER SR 178 (Lat: 34.272814,  Lng: -88.715522),  Route carried "on" structure: State highway 145,  Year Built: 1967,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 11,000 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,500 (year 2029),  Design Load: HS 20,  Features Intersected: SR 178
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.117,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  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: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 82.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.0 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: March 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31001450412278,  Location: 1.3 MI N SR 178 (Lat: 34.292211,  Lng: -88.710828),  Route carried "on" structure: State highway 145,  Year Built: 2000,  Status: Open,  Structure Length: 3.71m (12.17ft),  Average Daily Traffic: 24,000 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 36,000 (year 2029),  Design Load: HS 20,  Features Intersected: TOWN CREEK TRIBUTARY
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 22.371,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 46.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31001450412279,  Location: 1.4 MI N SR 178 (Lat: 34.294064,  Lng: -88.709422),  Route carried "on" structure: State highway 145,  Year Built: 2000,  Status: Open,  Structure Length: 9.38m (30.77ft),  Average Daily Traffic: 19,000 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,500 (year 2029),  Design Load: HS 20,  Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 22.615,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31001780410884A,  Location: SR178 OVER US 45 (Lat: 34.275069,  Lng: -88.706367),  Route carried "on" structure: State highway 178,  Year Built: 1966,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 8,500 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,500 (year 2029),  Design Load: HS 20,  Features Intersected: US 45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.151,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 17,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  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: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 82.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.71m (22.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Bridge Improvement Cost: $357,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $668,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31001780410884B,  Location: SR178 OVER SR 45 (Lat: 34.274553,  Lng: -88.706903),  Route carried "on" structure: State highway 178,  Year Built: 1975,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 4,700 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,050 (year 2029),  Design Load: HS 20,  Features Intersected: US 45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.748,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 17,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 33.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: March 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31001780410923,  Location: 2.6 MI E US 45 (Lat: 34.258400,  Lng: -88.653581),  Route carried "on" structure: State highway 178,  Year Built: 1948,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 6,400 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,600 (year 2029),  Design Load: HS 15,  Features Intersected: WEST TULIP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.629,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 17,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.05m (13.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 11,  Bridge Improvement Cost: $315,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $939,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 51000060411233,  Location: 1.5 MI W SR 145 (Lat: 34.209689,  Lng: -88.746161),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 9.46m (31.04ft),  Average Daily Traffic: 1,000 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,500 (year 2029),  Design Load: HS 20,  Features Intersected: SR 6,  Facility Carried by Structure: THOMAS STREET
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 1.263,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  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: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 43.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51000060411238,  Location: 1.0 MI W SR 145 (Lat: 34.208558,  Lng: -88.737444),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 9.92m (32.55ft),  Average Daily Traffic: 1,000 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,500 (year 2029),  Design Load: HS 20,  Features Intersected: SR 6,  Facility Carried by Structure: SOUTHERN HEIGHTS R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.654,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  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: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.1 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: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51001780410868,  Location: 0.5 MI E NATCHEZ TRACE (Lat: 34.277978,  Lng: -88.725261),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 5,700 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,550 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: SR 178,  Facility Carried by Structure: COUNTRY CLUB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.143,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  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: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 5100178041088,  Location: 0.3 MI E SR 145 (Lat: 34.272497,  Lng: -88.711247),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 2,000 (year 2008),  Average Future Daily Traffic: 3,000 (year 2029),  Design Load: HS 20,  Features Intersected: SR 178,  Facility Carried by Structure: MADISON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.852,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 51001780410882,  Location: 0.4 MI E US 145 (Lat: 34.273325,  Lng: -88.709183),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 3,400 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,100 (year 2029),  Design Load: HS 20,  Features Intersected: SR 178,  Facility Carried by Structure: GREEN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.893,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 11,  Bridge Improvement Cost: $79,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $324,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 5570041P,  Location: 0.8 MILES FROM OLD TOWN O (Lat: 34.313361,  Lng: -88.718139),  Route carried "on" structure: Federal lands road 1,  Year Built: 1958,  Status: Posted for load-capacity,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 2,920 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,212 (year 2032),  Design Load: H 15,  Features Intersected: OLD TOWN CREEK (OLD CHAN,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 426.110,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 33.6 metric tons,  Inventory Rating: 20.0 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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: January 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5570042P,  Location: 2.2 MILES SOUTH OF U.S. R (Lat: 34.307528,  Lng: -88.720889),  Route carried "on" structure: Federal lands road 1,  Year Built: 1959,  Status: Posted for load-capacity,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 2,920 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,212 (year 2032),  Design Load: H 15,  Features Intersected: OLD TOWN CREEK (NEW CHAN,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 425.470,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 31.8 metric tons,  Inventory Rating: 19.0 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 12,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,500,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5570043P,  Location: 0.38 MILES SOUTH OF U.S. (Lat: 34.293528,  Lng: -88.726778),  Route carried "on" structure: Federal lands road 1,  Year Built: 1959,  Status: Posted for load-capacity,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 2,920 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,212 (year 2032),  Design Load: H 15,  Features Intersected: LAKESHIRE DRIVE,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 423.810,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: National Park Service,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.0m (26.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.5 metric tons,  Inventory Rating: 20.9 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5570044P,  Location: 2.6 MILES NORTH OF MS ROU (Lat: 34.281944,  Lng: -88.732444),  Route carried "on" structure: Federal lands road 1,  Year Built: 1959,  Status: Posted for load-capacity,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 2,920 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,212 (year 2032),  Design Load: H 15,  Features Intersected: OLD U.S. ROUTE 78,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 422.440,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: National Park Service,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 29.9 metric tons,  Inventory Rating: 18.1 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5570045P,  Location: 1.5 MILES SOUTH OF U.S. R (Lat: 34.279139,  Lng: -88.735056),  Route carried "on" structure: Federal lands road 1,  Year Built: 1954,  Status: Posted for load-capacity,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 2,920 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,212 (year 2032),  Design Load: H 15,  Features Intersected: ST. LOUIS & SAN FRANCISC,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 421.960,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 31.8 metric tons,  Inventory Rating: 19.1 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5570047P,  Location: 0.9 MILES NORTH OF MS ROU (Lat: 34.264639,  Lng: -88.752417),  Route carried "on" structure: Federal lands road 1,  Year Built: 1953,  Status: Posted for load-capacity,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 2,920 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,212 (year 2032),  Design Load: H 15,  Features Intersected: AIRPORT ROAD,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 419.690,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 28.1 metric tons,  Inventory Rating: 17.2 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5570048P,  Location: 3.8 MILES SOUTH OF U.S. R (Lat: 34.252111,  Lng: -88.757250),  Route carried "on" structure: Federal lands road 1,  Year Built: 1959,  Status: Posted for load-capacity,  Structure Length: 2.05m (6.73ft),  Average Daily Traffic: 3,050 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,355 (year 2032),  Design Load: H 15,  Features Intersected: MS ROUTE 6,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 418.240,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: National Park Service,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.5m (67.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 29.9 metric tons,  Inventory Rating: 18.1 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5570049P,  Location: 1.2 MILES SOUTH OF MS ROU (Lat: 34.236000,  Lng: -88.766139),  Route carried "on" structure: Federal lands road 1,  Year Built: 1970,  Status: Posted for load-capacity,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 3,050 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,355 (year 2032),  Design Load: H 15,  Features Intersected: CLIFF GOOKIN BOULEVARD,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 416.310,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 28.1 metric tons,  Inventory Rating: 17.2 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5570050P,  Location: 1.54 MILES TO MS ROUTE 6. (Lat: 34.231444,  Lng: -88.770083),  Route carried "on" structure: Federal lands road 1,  Year Built: 1958,  Status: Posted for load-capacity,  Structure Length: 3.19m (10.47ft),  Average Daily Traffic: 3,959 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,355 (year 2032),  Design Load: H 15,  Features Intersected: LITTLE COONEWAH CREEK,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 415.760,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 31.8 metric tons,  Inventory Rating: 19.1 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5570290P,  Location: 2.65 MILES SOUTH OF U.S. (Lat: 34.299194,  Lng: -88.725056),  Route carried "on" structure: Federal lands road 1,  Year Built: 1980,  Status: Posted for load-capacity,  Structure Length: 11.07m (36.32ft),  Average Daily Traffic: 2,920 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,212 (year 2032),  Features Intersected: U.S. ROUTE 78,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 424.420,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: National Park Service,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Inventory Rating: 33.0 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to 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: January 12,  Bridge Improvement Cost: $74,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $111,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 5570338P,  Location: 1.63 MILES SOUTH OF U.S. (Lat: 34.278056,  Lng: -88.736194),  Route carried "on" structure: Federal lands road 1,  Year Built: 1959,  Status: Posted for load-capacity,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 2,920 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,212 (year 2032),  Features Intersected: STREAM,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 421.800,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 40.8 metric tons,  Inventory Rating: 24.0 metric tons,  Structural Evaluation: Equal to 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: January 12
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Structure Number: SA4100000000063,  Location: SEC 11 T 9S R 5E B (Lat: 34.309167,  Lng: -88.737222),  Route carried "on" structure: County highway 675,  Year Built: 1967,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 2,000 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,000 (year 2028),  Design Load: HS 15,  Features Intersected: BUSFALOBA CREEK,  Facility Carried by Structure: MT. VERNON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.735,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.47m (8.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 11,  Bridge Improvement Cost: $77,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $353,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA4100000000064,  Location: SEC 14 T 9S R 5E B (Lat: 34.308611,  Lng: -88.737500),  Route carried "on" structure: County highway 675,  Year Built: 1963,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 2,000 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,000 (year 2028),  Design Load: HS 15,  Features Intersected: TOWN CREEK,  Facility Carried by Structure: MT. VERNON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.574,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  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: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 11,  Bridge Improvement Cost: $142,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $450,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA4100000000065,  Location: SEC 16 T 9S R 5E (Lat: 34.296667,  Lng: -88.773333),  Route carried "on" structure: County highway 2400,  Year Built: 1981,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 2,200 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,300 (year 2028),  Design Load: HS 20,  Features Intersected: BURLINGTON NORTHERN RR,  Facility Carried by Structure: COLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.160,  Lanes on structure: 5,  Owner: Railroad,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable 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: January 11,  Bridge Improvement Cost: $180,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $244,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA4100000000069,  Location: SEC 22 T 9S R 5E (Lat: 34.291111,  Lng: -88.764722),  Route carried "on" structure: County highway 45,  Year Built: 1994,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 300 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 450 (year 2028),  Design Load: HS 20,  Features Intersected: KINGS CREEK,  Facility Carried by Structure: State highway 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.126,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 11,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA410000000007,  Location: SEC 25 T 9S R 5E (Lat: 34.265000,  Lng: -88.731111),  Route carried "on" structure: County highway 2024,  Year Built: 1966,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 5,900 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,850 (year 2028),  Design Load: HS 20,  Features Intersected: KINGS CREEK,  Facility Carried by Structure: JACKSON ST WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.218,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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