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

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Structure Number: 21000820531499,  Location: 2.6 MI W US 82 (Lat: 33.465964,  Lng: -88.804917),  Route carried "on" structure: State highway 182,  Year Built: 1992,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 7,000 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,500 (year 2025),  Design Load: HS 20,  Features Intersected: KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.250,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 25 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000120531558,  Location: 1.0 MI S US 82 (Lat: 33.454397,  Lng: -88.808333),  Route carried "on" structure: State highway 12,  Year Built: 1962,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 25,000 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 37,500 (year 2026),  Design Load: HS 20,  Features Intersected: OLD SR 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.990,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  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: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.00m (19.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $230,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $418,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000120531564A,  Location: 0.4 MI S US 82 (Lat: 33.458264,  Lng: -88.798486),  Route carried "on" structure: State highway 12,  Year Built: 1962,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 8,500 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,750 (year 2025),  Design Load: HS 20,  Features Intersected: LEE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.481,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  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: 1,  Number Of Approach Spans: 2,  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: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.72m (15.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $181,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $362,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000120531564B,  Location: 0.4 MI S US 82 (Lat: 33.458264,  Lng: -88.798486),  Route carried "on" structure: State highway 12,  Year Built: 1962,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 8,500 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,750 (year 2025),  Design Load: HS 20,  Features Intersected: LEE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.481,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  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: 1,  Number Of Approach Spans: 2,  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: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.72m (15.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $181,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $361,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000120531568A,  Location: SR 12 OVER SR 182 (Lat: 33.466475,  Lng: -88.797425),  Route carried "on" structure: State highway 12,  Year Built: 1962,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 8,500 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,750 (year 2025),  Design Load: HS 20,  Features Intersected: SR 182
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.421,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  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: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.58m (21.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $253,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $444,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000120531568B,  Location: SR 12 OVER SR 182 (Lat: 33.466475,  Lng: -88.797425),  Route carried "on" structure: State highway 12,  Year Built: 1962,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 8,500 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,750 (year 2025),  Design Load: HS 20,  Features Intersected: SR 182
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.421,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  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: 2,  Number Of Approach Spans: 2,  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: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.58m (21.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $253,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $444,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000120531572A,  Location: 0.3 MI N SR 182 (Lat: 33.471944,  Lng: -88.797778),  Route carried "on" structure: State highway 12,  Year Built: 2004,  Status: Open,  Structure Length: 13.13m (43.08ft),  Average Daily Traffic: 8,500 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,750 (year 2025),  Design Load: HS 20,  Features Intersected: KCS RR
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 33.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.6 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: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 31000120531572B,  Location: 0.3 MI N SR 182 (Lat: 33.471944,  Lng: -88.797778),  Route carried "on" structure: State highway 12,  Year Built: 2004,  Status: Open,  Structure Length: 13.29m (43.60ft),  Average Daily Traffic: 8,500 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,750 (year 2025),  Design Load: HS 20,  Features Intersected: KCS RR
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 33.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 47.8 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: Superior 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: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 31000120531582,  Location: 0.3 MI S US 82 (Lat: 33.485833,  Lng: -88.790278),  Route carried "on" structure: State highway 12,  Year Built: 2004,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 17,000 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 25,500 (year 2025),  Design Load: HS 20,  Features Intersected: SAND CREEK
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 34.750,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.4m (27.6ft)

Condition: Channel: Very good,  Culverts: Very good,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007

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Structure Number: 31000120531585A,  Location: SR 12 OVER US 82 (Lat: 33.488056,  Lng: -88.787500),  Route carried "on" structure: State highway 12,  Year Built: 2004,  Status: Open,  Structure Length: 10.28m (33.73ft),  Average Daily Traffic: 8,500 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,750 (year 2025),  Design Load: HS 20,  Features Intersected: US 82
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 35.070,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  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: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 31000120531585B,  Location: SR 12 OVER US 82 (Lat: 33.488056,  Lng: -88.787500),  Route carried "on" structure: State highway 12,  Year Built: 2004,  Status: Open,  Structure Length: 10.28m (33.73ft),  Average Daily Traffic: 8,500 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,750 (year 2025),  Design Load: HS 20,  Features Intersected: US 82
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 35.070,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 31000250530698,  Location: 0.8 MI S US 82 (Lat: 33.490556,  Lng: -88.849722),  Route carried "on" structure: State highway 25,  Year Built: 2004,  Status: Open,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 4,200 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,300 (year 2025),  Design Load: HS 20,  Features Intersected: JOSEY CREEK TRIBUTARY
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 22.850,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.6m (64.3ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Excellent,  Culverts: Very good,  Inventory Rating: 89.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007

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Structure Number: 41000120531562,  Location: 0.6 MI S US 82 (Lat: 33.461272,  Lng: -88.797306),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 3,700 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,550 (year 2025),  Design Load: HS 20,  Features Intersected: SR 12,  Facility Carried by Structure: UNIVERSITY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.678,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.71m (22.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $332,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA5300000000073,  Location: SEC 3 T18N R14E (Lat: 33.448333,  Lng: -88.814167),  Route carried "on" structure: City street 3050,  Year Built: 1951,  Status: Posted for load,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 150 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 225 (year 2026),  Features Intersected: HOLLIS CREEK,  Facility Carried by Structure: BARNETT DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.643,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 7.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 3.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  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: > 39.9% below),  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $30,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $62,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA5300000000074,  Location: SEC 3 T18N R14E (Lat: 33.449722,  Lng: -88.819167),  Route carried "on" structure: City street 3098,  Year Built: 1975,  Status: Posted for load,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 500 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 750 (year 2026),  Design Load: H 15,  Features Intersected: HOLLIS CREEK,  Facility Carried by Structure: SCHOOL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.482,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 21.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than 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),  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Bridge Improvement Cost: $49,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $83,000 ( Estimate for 2007),  Deck Structure Type: Open Grating

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Structure Number: SA5300000000075,  Location: SEC 5 T18N R14E (Lat: 33.458222,  Lng: -88.856722),  Route carried "on" structure: County highway 349,  Year Built: 1985,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 200 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 300 (year 2026),  Design Load: H 15,  Features Intersected: JOSEY CREEK,  Facility Carried by Structure: SANDPIPER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.643,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 22.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 17.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $27,000 ( Estimate for 2007),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA5300000000076,  Location: SEC 10 T18N R14E (Lat: 33.440833,  Lng: -88.820278),  Route carried "on" structure: County highway 265,  Year Built: 1971,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 4,000 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,000 (year 2026),  Design Load: H 15,  Features Intersected: HOLLIS CREEK,  Facility Carried by Structure: ACADEMY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.160,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 22.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 17.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $24,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $37,000 ( Estimate for 2007),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA5300000000136,  Location: SEC 26 T19N R14E B (Lat: 33.490556,  Lng: -88.793611),  Route carried "on" structure: City street 736,  Year Built: 1983,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 1,200 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,800 (year 2026),  Design Load: H 15,  Features Intersected: SAND CREEK,  Facility Carried by Structure: OLD WEST POINT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.896,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 22.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 17.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $24,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $38,000 ( Estimate for 2007),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA5300000000137,  Location: SEC 26 T19N R14E B (Lat: 33.490667,  Lng: -88.792778),  Route carried "on" structure: City street 736,  Year Built: 1982,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 1,600 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,400 (year 2026),  Design Load: H 15,  Features Intersected: SAND CREEK,  Facility Carried by Structure: OLD WEST PT. ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.057,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 22.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 17.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $26,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $40,000 ( Estimate for 2007),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA5300000000138,  Location: SEC 26 T19N R14E (Lat: 33.484167,  Lng: -88.798389),  Route carried "on" structure: City street 248,  Year Built: 1984,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 1,600 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,400 (year 2026),  Design Load: H 15,  Features Intersected: SAND CREEK,  Facility Carried by Structure: OLD WEST PT. ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Poor,  Operating Rating: 22.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 17.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2007,  Other Special Inspection Date: September 2007,  Bridge Improvement Cost: $26,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $40,000 ( Estimate for 2007),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA5300000000139,  Location: SEC 28 T19N R14E (Lat: 33.483250,  Lng: -88.832083),  Route carried "on" structure: County highway 346,  Year Built: 1991,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 500 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 750 (year 2026),  Design Load: H 15,  Features Intersected: JOSEY CREEK,  Facility Carried by Structure: REED RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.160,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 22.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 17.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $27,000 ( Estimate for 2007),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA5300000000142,  Location: SEC 35 T19N R14E (Lat: 33.463611,  Lng: -88.808611),  Route carried "on" structure: City street 710,  Year Built: 1993,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 11,000 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,500 (year 2026),  Design Load: HS 20,  Features Intersected: SOUTHRAILROAD,  Facility Carried by Structure: UNIVERSITY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.321,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.8m (48.6ft)

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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA5300000000164,  Location: SEC 16 T18N R14E B (Lat: 33.425861,  Lng: -88.836111),  Route carried "on" structure: City street 7107,  Year Built: 1986,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,600 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,400 (year 2026),  Design Load: HS 20,  Features Intersected: GLEN CREEK,  Facility Carried by Structure: OLD HIGHWAY 25
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.800,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Satisfactory,  Culverts: 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007

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Structure Number: 31000120531568A,  Location: SR 12 OVER SR 182 (Lat: 33.466475,  Lng: -88.797425),  Route carried "under" structure: State highway 182,  Year Built: 1962,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 11,000 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 182,  Facility Carried by Structure: SR 12
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 29.042,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 31000120531568A,  Location: SR 12 OVER SR 182 (Lat: 33.466475,  Lng: -88.797425),  Route carried "under" structure: State highway 182,  Year Built: 1962,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 3,500 (year 2004),  Truck Traffic: 8%,  Features Intersected: SR 182,  Facility Carried by Structure: SR 12
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 29.042,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 31000120531568B,  Location: SR 12 OVER SR 182 (Lat: 33.466475,  Lng: -88.797425),  Route carried "under" structure: State highway 182,  Year Built: 1962,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 11,000 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 182,  Facility Carried by Structure: SR 12
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 29.042,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 31000120531568B,  Location: SR 12 OVER SR 182 (Lat: 33.466475,  Lng: -88.797425),  Route carried "under" structure: State highway 182,  Year Built: 1962,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 3,500 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 182,  Facility Carried by Structure: SR 12
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 29.042,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 31000120531585A,  Location: SR 12 OVER US 82 (Lat: 33.488056,  Lng: -88.787500),  Route carried "under" structure: US 82,  Year Built: 2004,  Structure Length: 10.28m (33.73ft),  Average Daily Traffic: 18,000 (year 2005),  Truck Traffic: 8%,  Features Intersected: US 82,  Facility Carried by Structure: SR 12
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 2.864,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 31000120531585A,  Location: SR 12 OVER US 82 (Lat: 33.488056,  Lng: -88.787500),  Route carried "under" structure: US 82,  Year Built: 2004,  Structure Length: 10.28m (33.73ft),  Average Daily Traffic: 6,500 (year 2005),  Truck Traffic: 8%,  Features Intersected: US 82,  Facility Carried by Structure: SR 12
Minimum Vertical Clearance: 5.65m (18.54ft),  Kilometerpoint: 2.864,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 31000120531585B,  Location: SR 12 OVER US 82 (Lat: 33.488056,  Lng: -88.787500),  Route carried "under" structure: US 82,  Year Built: 2004,  Structure Length: 10.28m (33.73ft),  Average Daily Traffic: 9,000 (year 2005),  Truck Traffic: 8%,  Features Intersected: US 82,  Facility Carried by Structure: SR 12
Minimum Vertical Clearance: 6.06m (19.88ft),  Kilometerpoint: 2.864,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 31000120531585B,  Location: SR 12 OVER US 82 (Lat: 33.488056,  Lng: -88.787500),  Route carried "under" structure: US 82,  Year Built: 2004,  Structure Length: 10.28m (33.73ft),  Average Daily Traffic: 9,000 (year 2005),  Truck Traffic: 8%,  Features Intersected: US 82,  Facility Carried by Structure: SR 12
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 2.864,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 41000120531562,  Location: 0.6 MI S US 82 (Lat: 33.461272,  Lng: -88.797306),  Route carried "under" structure: State highway 12,  Year Built: 1962,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 17,000 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 12,  Facility Carried by Structure: UNIVERSITY DRIVE
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 3.181,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 41000120531562,  Location: 0.6 MI S US 82 (Lat: 33.461272,  Lng: -88.797306),  Route carried "under" structure: State highway 12,  Year Built: 1962,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 17,000 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 12,  Facility Carried by Structure: UNIVERSITY DRIVE
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 3.181,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 19.8m (65.0ft)