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Bridge Statistics for Bossier City, Louisiana (LA) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Parts: 1, 2, 3


National Bridge Inventory (NBI) Statistics
Number of bridges: 107
Total length: 1,180 meters (3,871ft)
Total costs: $53,276,000
Total average daily traffic: 2,297,301
Total average daily truck traffic: 380,300
National Bridge Inventory (NBI) Registered Bridges for Bossier City

New bridges - Historical Statistics

  • 1920-1929: 1
  • 1930-1939: 3
  • 1940-1949: 0
  • 1950-1959: 4
  • 1960-1969: 44
  • 1970-1979: 32
  • 1980-1989: 6
  • 1990-1999: 5
  • 2000-2009: 12

Reconstructed bridges - Historical Statistics

  • 1970-1979: 2
  • 1980-1989: 0
  • 1990-1999: 8

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 40804510207582,  Location: 3.3 MI EAST OF LA 782-2 (Lat: 32.541583,  Lng: -93.620806),  Route carried "on" structure: Interstate 20,  Year Built: 1973,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 24,240 (year 2007),  Truck Traffic: 29%,  Average Future Daily Traffic: 14,544 (year 2028),  Design Load: HS 20,  Features Intersected: RED CHUTE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.196,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 83.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum 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: December 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40804510208601,  Location: 4.4 MI EAST OF LA 782-2 (Lat: 32.541861,  Lng: -93.603417),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 9.17m (30.09ft),  Average Daily Traffic: 20,200 (year 2007),  Average Future Daily Traffic: 12,120 (year 2028),  Design Load: HS 20,  Features Intersected: I-20,  Facility Carried by Structure: LOC RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.837,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40804510209761,  Location: 5.5 MI EAST OF LA 782-2 (Lat: 32.541833,  Lng: -93.583639),  Route carried "on" structure: Interstate 20,  Year Built: 1975,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 24,240 (year 2007),  Truck Traffic: 29%,  Average Future Daily Traffic: 14,544 (year 2028),  Design Load: HS 20,  Features Intersected: F1F1 BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.704,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40804510209762,  Location: 5.5 MI EAST OF LA 782-2 (Lat: 32.541833,  Lng: -93.583639),  Route carried "on" structure: Interstate 20,  Year Built: 1975,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 24,240 (year 2007),  Truck Traffic: 29%,  Average Future Daily Traffic: 14,544 (year 2028),  Design Load: HS 20,  Features Intersected: F1F1 BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.704,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40804513103741,  Location: I-220 OVER LA 3105 (Lat: 32.556917,  Lng: -93.702639),  Route carried "on" structure: Interstate 220,  Year Built: 1978,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 16,500 (year 2007),  Truck Traffic: 29%,  Average Future Daily Traffic: 9,900 (year 2028),  Design Load: HS 20,  Features Intersected: AIRLINE-DRIVE/LA 3105
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.245,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 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: December 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40804513103742,  Location: I-220 OVER LA 3105 (Lat: 32.556917,  Lng: -93.702639),  Route carried "on" structure: Interstate 220,  Year Built: 1978,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 16,500 (year 2007),  Truck Traffic: 29%,  Average Future Daily Traffic: 9,900 (year 2028),  Design Load: HS 20,  Features Intersected: AIRLINE-DRIVE/LA 3105
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.245,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 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: December 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40804513106371,  Location: 2.6 MI EAST OF LA 3105 (Lat: 32.557806,  Lng: -93.657917),  Route carried "on" structure: Interstate 220,  Year Built: 1978,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 11,880 (year 2007),  Truck Traffic: 29%,  Average Future Daily Traffic: 7,128 (year 2028),  Design Load: HS 20,  Features Intersected: MACK'S BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.477,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40804513106372,  Location: 2.6 MI EAST OF LA 3105 (Lat: 32.557806,  Lng: -93.657917),  Route carried "on" structure: Interstate 220,  Year Built: 1978,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 11,880 (year 2007),  Truck Traffic: 29%,  Average Future Daily Traffic: 7,128 (year 2028),  Design Load: HS 20,  Features Intersected: MACK'S BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.477,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40804513106531,  Location: 2.8 MI EAST OF LA 3105 (Lat: 32.558028,  Lng: -93.655194),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 19.42m (63.71ft),  Average Daily Traffic: 9,900 (year 2007),  Average Future Daily Traffic: 5,940 (year 2028),  Design Load: HS 20,  Features Intersected: I-220,  Facility Carried by Structure: CITYST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.507,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40804513106541,  Location: 2.8 MI EAST OF LA 3105 (Lat: 32.558056,  Lng: -93.655028),  Route carried "on" structure: State highway ,  Year Built: 1991,  Status: Open,  Structure Length: 19.51m (64.01ft),  Average Daily Traffic: 5,940 (year 2007),  Average Future Daily Traffic: 3,564 (year 2028),  Design Load: HS 20,  Features Intersected: I-220 UNDER SHED RD,  Facility Carried by Structure: LOC RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.523,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: December 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40804513107661,  Location: 3.9 MI EAST OF LA 3105 (Lat: 32.555833,  Lng: -93.637000),  Route carried "on" structure: Interstate 220,  Year Built: 1978,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 11,880 (year 2007),  Truck Traffic: 29%,  Average Future Daily Traffic: 7,128 (year 2028),  Design Load: HS 20,  Features Intersected: FLAT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.553,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 16 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 75.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40804513107662,  Location: 3.9 MI EAST OF LA 3105 (Lat: 32.555833,  Lng: -93.637000),  Route carried "on" structure: Interstate 220,  Year Built: 1978,  Status: Open,  Structure Length: 10.21m (33.50ft),  Average Daily Traffic: 11,880 (year 2007),  Truck Traffic: 29%,  Average Future Daily Traffic: 7,128 (year 2028),  Design Load: HS 20,  Features Intersected: FLAT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.553,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 87.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40804513107941,  Location: 4.2 MI EAST OF LA 3105 (Lat: 32.552250,  Lng: -93.634861),  Route carried "on" structure: Interstate 220,  Year Built: 1978,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 11,880 (year 2007),  Truck Traffic: 29%,  Average Future Daily Traffic: 7,128 (year 2028),  Design Load: HS 20,  Features Intersected: KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.003,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: November 2006,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40804513107942,  Location: 4.2 MI EAST OF LA 3105 (Lat: 32.552250,  Lng: -93.634861),  Route carried "on" structure: Interstate 220,  Year Built: 1978,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 11,880 (year 2007),  Truck Traffic: 29%,  Average Future Daily Traffic: 7,128 (year 2028),  Design Load: HS 20,  Features Intersected: KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.003,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  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: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: December 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40804513108721,  Location: I-220 OVER US 80 (Lat: 32.541500,  Lng: -93.632139),  Route carried "on" structure: Interstate 220,  Year Built: 1979,  Status: Open,  Structure Length: 8.81m (28.90ft),  Average Daily Traffic: 14,160 (year 2007),  Truck Traffic: 29%,  Average Future Daily Traffic: 8,496 (year 2028),  Design Load: HS 20,  Features Intersected: US 79 & 80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.258,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40804513108722,  Location: I-220 OVER US 80 (Lat: 32.541500,  Lng: -93.632139),  Route carried "on" structure: Interstate 220,  Year Built: 1979,  Status: Open,  Structure Length: 8.81m (28.90ft),  Average Daily Traffic: 14,160 (year 2007),  Truck Traffic: 29%,  Average Future Daily Traffic: 8,496 (year 2028),  Design Load: HS 20,  Features Intersected: US 79 & 80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.258,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40808080600981,  Location: .98 MI EAST OF LA 72 (Lat: 32.526389,  Lng: -93.676194),  Route carried "on" structure: State highway 782,  Year Built: 1970,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 6,700 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,020 (year 2028),  Design Load: HS 20,  Features Intersected: MACKS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.577,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 4.39m (14.40ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $374,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $561,000 ( Estimate for 2008),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 40808080702231,  Location: 0.1 MI NORTH OF LA 72 (Lat: 32.526278,  Lng: -93.699944),  Route carried "on" structure: State highway 3105,  Year Built: 1975,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 27,200 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,320 (year 2028),  Design Load: HS 20,  Features Intersected: COOPERS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.864,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 27 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior 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: October 2006,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40808080702571,  Location: .47 MI NORTH OF LA 72 (Lat: 32.529778,  Lng: -93.703361),  Route carried "on" structure: State highway 3105,  Year Built: 1975,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 39,400 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 23,640 (year 2028),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.411,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.1m (3.6ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40808080703871,  Location: 1.4M NORTH OF I-20 (Lat: 32.546056,  Lng: -93.708889),  Route carried "on" structure: State highway 3105,  Year Built: 1992,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 36,000 (year 2007),  Average Future Daily Traffic: 21,600 (year 2028),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.503,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Very good,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40808080705191,  Location: 0.9 MI. N. OF I-220 (Lat: 32.561667,  Lng: -93.710000),  Route carried "on" structure: State highway 310,  Year Built: 2005,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 36,000 (year 2007),  Average Future Daily Traffic: 21,600 (year 2028),  Design Load: HS 20,  Features Intersected: BENOIT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.351,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 39.6 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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40808080706041,  Location: 1.7 MI N. OF I-220 (Lat: 32.573333,  Lng: -93.713333),  Route carried "on" structure: State highway 3105,  Year Built: 2005,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 36,000 (year 2007),  Average Future Daily Traffic: 21,600 (year 2028),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.718,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 39.6 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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40832269933871,  Location: 1.2 MI E OF HWY 71 (Lat: 32.448333,  Lng: -93.645000),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 30 (year 2008),  Average Future Daily Traffic: 18 (year 2028),  Design Load: HS 20,  Features Intersected: MACKS BAYOU,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 40.5 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: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006
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Structure Number: 40832272933981,  Location: 0.4 MI WEST OF US 71 (Lat: 32.450556,  Lng: -93.652222),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 450 (year 1997),  Average Future Daily Traffic: 270 (year 2028),  Design Load: HS 20,  Features Intersected: MACKS BAYOU,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Deck Geometry: 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: December 2006,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40832313934301,  Location: 0.2 MI N OF HWY 72 (Lat: 32.521667,  Lng: -93.716667),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 100 (year 2008),  Average Future Daily Traffic: 60 (year 2028),  Design Load: HS 20,  Features Intersected: TRIB. TO MACKS BAYOU,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 40832314934171,  Location: 0.1 MI. NO. OF LA 78 (Lat: 32.523333,  Lng: -93.695000),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 250 (year 1979),  Average Future Daily Traffic: 150 (year 2028),  Design Load: HS 20,  Features Intersected: TRIB. TO MACKS BAYOU,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 40.5 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 40832323934041,  Location: 0.1 MI WEST OF SWAN LK RD (Lat: 32.538333,  Lng: -93.673333),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 610 (year 1979),  Average Future Daily Traffic: 366 (year 2028),  Design Load: HS 20,  Features Intersected: MACKS BAYOU,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006
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Structure Number: 40832325934061,  Location: 2.0 MI EAST OF LA 3105 (Lat: 32.541667,  Lng: -93.676667),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 5,270 (year 1985),  Average Future Daily Traffic: 3,162 (year 2028),  Design Load: HS 20,  Features Intersected: MACKS BAYOU,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006
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Structure Number: 40832325934141,  Location: 1.3 MI EAST OF LA 3105 (Lat: 32.541667,  Lng: -93.690000),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 5,270 (year 1985),  Average Future Daily Traffic: 3,162 (year 2028),  Design Load: HS 20,  Features Intersected: TRIB. TO MACKS BAYOU,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.6 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 minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.72m (12.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $222,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $333,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40832333934071,  Location: 1.5 MI NORTH OF US 80 (Lat: 32.555000,  Lng: -93.678333),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 3,161 (year 1985),  Average Future Daily Traffic: 1,896 (year 2028),  Design Load: HS 20,  Features Intersected: MACKS BAYOU,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 39.6 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40832336934241,  Location: 00.17 MILES EAST OF LA 31 (Lat: 32.560100,  Lng: -93.706650),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 1,000 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 600 (year 2028),  Design Load: HS 20,  Features Intersected: BENOIT BAYOU,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 39.6 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: 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: August 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 40832337933881,  Location: 1.5 MILES NORTH OF US 80 (Lat: 32.551944,  Lng: -93.635556),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 6,850 (year 1999),  Average Future Daily Traffic: 4,110 (year 2028),  Design Load: HS 20,  Features Intersected: FLAT RIVER BAYOU,  Facility Carried by Structure: CITY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 39.6 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: 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: December 2006,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40832337933901,  Location: 0.1M NORTH OF SHED RD (Lat: 32.561667,  Lng: -93.650000),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 200 (year 1988),  Average Future Daily Traffic: 120 (year 2028),  Design Load: HS 20,  Features Intersected: MACKS BAYOU,  Facility Carried by Structure: CITY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 228.6m (750.0ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40832338934331,  Location: 0.5 MI E OF HWY 3 (Lat: 32.563333,  Lng: -93.721667),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 120 (year 2008),  Average Future Daily Traffic: 72 (year 2028),  Design Load: HS 20,  Features Intersected: TRIB. TO MACKS BAYOU,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40832342933841,  Location: 2.8 M W PARISH RD 27 (Lat: 32.570000,  Lng: -93.640000),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 80 (year 1976),  Average Future Daily Traffic: 48 (year 2028),  Design Load: HS 20,  Features Intersected: FLAT RIVER,  Facility Carried by Structure: CITY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006
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Structure Number: 40832345934061,  Location: .01 MI E OF SWAN LAKE RD. (Lat: 32.575000,  Lng: -93.676667),  Route carried "on" structure: County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 6.10m (20.01ft),  Design Load: HS 20,  Features Intersected: WILLOW CHUTE BAYOU,  Facility Carried by Structure: CITY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 39.6 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: 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: December 2006,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40832345934381,  Location: 0.2 MI E. OF HWY. 3 (Lat: 32.575000,  Lng: -93.730000),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 1,580 (year 1976),  Average Future Daily Traffic: 948 (year 2028),  Design Load: HS 20,  Features Intersected: BENOIT BAYOU,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.6 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 minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 40832359934291,  Location: 2.0 MI N OF US HWY 80 (Lat: 32.585833,  Lng: -93.702500),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 2,960 (year 2008),  Average Future Daily Traffic: 1,776 (year 2028),  Design Load: HS 20,  Features Intersected: WILLOW CHUTE BAYOU,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Channel: Very good,  Culverts: Very good,  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: December 2006
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Structure Number: 40904200101521,  Location: 1.52 MI EAST OF LA1 (Lat: 32.490167,  Lng: -93.701778),  Route carried "on" structure: State highway 3032,  Year Built: 1972,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 82.05m (269.19ft),  Average Daily Traffic: 13,680 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,142 (year 2028),  Design Load: HS 20,  Features Intersected: RED RIVER,FANT/PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.383,  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,  Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 60.9m (199.8ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 25,  Length of Maximum Span: 114.3m (375.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Underwater Inspection Date: August 1996,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40904200101522,  Location: 1.52 MI EAST OF LA1 (Lat: 32.490167,  Lng: -93.701778),  Route carried "on" structure: State highway 3032,  Year Built: 1957,  Status: Closed,  Structure Length: 82.05m (269.19ft),  Average Daily Traffic: 13,680 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,142 (year 2028),  Design Load: HS 20,  Features Intersected: RED RIVER,FANT/BOSSIER P
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.383,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 10.9m (35.8ft), Horizontal Clearance: 60.9m (199.8ft)),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 20,  Length of Maximum Span: 114.3m (375.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Failed,  Superstructure: Failed,  Substructure: Failed,  Channel: Failed,  Operating Rating: 50.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 82.05m (269.19ft),  Designated Inspection Frequency: Every 6 months,  Inspection Date: March 2008,  Underwater Inspection Date: August 1996,  Bridge Improvement Cost: $6,999,000,  Roadway Improvement Cost: $699,000,  Total Project Cost: $10,498,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40804510200181,  Location: .2 MI EAST LA 1 (Lat: 32.512944,  Lng: -93.737083),  Route carried "under" structure: Interstate 20,  Year Built: 1965,  Structure Length: 13.23m (43.41ft),  Average Daily Traffic: 82,500 (year 2007),  Features Intersected: RAMP J-2
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.029,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 40804510201407,  Location: RAMPS FOR US 71 (Lat: 32.513167,  Lng: -93.716500),  Route carried "under" structure: Ramp Interstate 20,  Year Built: 1966,  Structure Length: 36.18m (118.70ft),  Average Daily Traffic: 72,100 (year 2007),  Truck Traffic: 29%,  Features Intersected: 1-20/US 71/KCS RR
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 2.253,  Lanes on structure: 1,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 40804510201416,  Location: RAMPS FOR US 71 (Lat: 32.513167,  Lng: -93.716333),  Route carried "under" structure: Ramp US 71,  Year Built: 1966,  Structure Length: 16.58m (54.40ft),  Features Intersected: US71&KCSRR,  Facility Carried by Structure: I0020
Minimum Vertical Clearance: 6.45m (21.16ft),  Kilometerpoint: 24.135,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 0.0m

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Structure Number: 40804510201426,  Location: RAMPS FOR US 71 (Lat: 32.513167,  Lng: -93.716167),  Route carried "under" structure: Ramp US 71,  Year Built: 1966,  Structure Length: 8.05m (26.41ft),  Features Intersected: US71,  Facility Carried by Structure: I0020
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 24.055,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 0.0m

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Structure Number: 40804510201431,  Location: I-20 OVER US 71 (Lat: 32.513167,  Lng: -93.716000),  Route carried "under" structure: US 71,  Year Built: 1966,  Structure Length: 23.41m (76.80ft),  Average Daily Traffic: 17,300 (year 2007),  Truck Traffic: 9%,  Features Intersected: US 71/KCS RR/RAMP SW,  Facility Carried by Structure: I0020
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 41.786,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 40804510201431,  Location: I-20 OVER US 71 (Lat: 32.513167,  Lng: -93.716000),  Route carried "under" structure: Interstate 20,  Year Built: 1966,  Structure Length: 23.41m (76.80ft),  Average Daily Traffic: 72,100 (year 2007),  Features Intersected: US 71/KCS RR/RAMP SW
Minimum Vertical Clearance: 6.14m (20.14ft),  Kilometerpoint: 2.285,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 40804510201432,  Location: I-20 OVER US 71 (Lat: 32.513167,  Lng: -93.716000),  Route carried "under" structure: US 71,  Year Built: 1966,  Structure Length: 23.41m (76.80ft),  Average Daily Traffic: 17,300 (year 2007),  Features Intersected: US 71/KCSRR/RAMP SW,  Facility Carried by Structure: I0020
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 2.391,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 40804510201432,  Location: I-20 OVER US 71 (Lat: 32.513167,  Lng: -93.716000),  Route carried "under" structure: Interstate 20,  Year Built: 1966,  Structure Length: 23.41m (76.80ft),  Average Daily Traffic: 72,100 (year 2007),  Features Intersected: US 71/KCSRR/RAMP SW
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 2.285,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 40804510201951,  Location: I-20 OVER LA 72 (Lat: 32.517333,  Lng: -93.709417),  Route carried "under" structure: State highway 72,  Year Built: 1967,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 13,000 (year 2007),  Truck Traffic: 5%,  Features Intersected: LA 72/OLD MINDEN RD.,  Facility Carried by Structure: I0020
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 40804510201952,  Location: I-20 OVER LA 72 (Lat: 32.517333,  Lng: -93.709417),  Route carried "under" structure: State highway 72,  Year Built: 1967,  Structure Length: 7.44m (24.41ft),  Features Intersected: LA 72/OLD MINDEN RD.,  Facility Carried by Structure: I0020
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 40804510202811,  Location: I-20 OVER LA 3105 (Lat: 32.525361,  Lng: -93.699556),  Route carried "under" structure: State highway 3105,  Year Built: 1967,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 27,200 (year 2007),  Truck Traffic: 8%,  Features Intersected: LA 3105/AIRLINE DR.,  Facility Carried by Structure: I0020
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 3.234,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 40804510202812,  Location: I-20 OVER LA 3105 (Lat: 32.525361,  Lng: -93.699556),  Route carried "under" structure: State highway 3105,  Year Built: 1967,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 27,200 (year 2007),  Features Intersected: LA 3105/AIRLINE DR.,  Facility Carried by Structure: I0020
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.325,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 40804510203311,  Location: I-20 OVER LA 72 (Lat: 32.525944,  Lng: -93.691083),  Route carried "under" structure: State highway 72,  Year Built: 1967,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 13,000 (year 2007),  Truck Traffic: 5%,  Features Intersected: I-20 OVER LA 72,  Facility Carried by Structure: I0020
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 0.222,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 40804510203312,  Location: I-20 OVER LA 72 (Lat: 32.525944,  Lng: -93.691083),  Route carried "under" structure: State highway 72,  Year Built: 1967,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 13,000 (year 2007),  Features Intersected: LA72,  Facility Carried by Structure: I0020
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 2.237,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 40804510204231,  Location: I-20 OVER LA 782-2 (Lat: 32.528139,  Lng: -93.675639),  Route carried "under" structure: State highway 782,  Year Built: 1967,  Structure Length: 14.17m (46.49ft),  Average Daily Traffic: 19,600 (year 2007),  Truck Traffic: 4%,  Features Intersected: MACKS BAYOU & LA 782-2,  Facility Carried by Structure: I0020
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 1.979,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 40804510208601,  Location: 4.4 MI EAST OF LA 782-2 (Lat: 32.541861,  Lng: -93.603417),  Route carried "under" structure: Interstate 20,  Year Built: 1973,  Structure Length: 9.17m (30.09ft),  Average Daily Traffic: 40,400 (year 2007),  Truck Traffic: 29%,  Features Intersected: I-20,  Facility Carried by Structure: LOC RD
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 13.837,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 40804513103741,  Location: I-220 OVER LA 3105 (Lat: 32.556917,  Lng: -93.702639),  Route carried "under" structure: State highway 3105,  Year Built: 1978,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 36,000 (year 2007),  Features Intersected: AIRLINE-DRIVE/LA 3105,  Facility Carried by Structure: I0220
Minimum Vertical Clearance: 0.51m (1.67ft),  Kilometerpoint: 7.031,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 40804513103742,  Location: I-220 OVER LA 3105 (Lat: 32.556917,  Lng: -93.702639),  Route carried "under" structure: State highway 3105,  Year Built: 1978,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 36,000 (year 2007),  Features Intersected: AIRLINE-DRIVE/LA 3105,  Facility Carried by Structure: I0220
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 7.047,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 40804513106531,  Location: 2.8 MI EAST OF LA 3105 (Lat: 32.558028,  Lng: -93.655194),  Route carried "under" structure: Interstate 220,  Year Built: 1978,  Structure Length: 19.42m (63.71ft),  Average Daily Traffic: 19,800 (year 2007),  Truck Traffic: 29%,  Features Intersected: I-220,  Facility Carried by Structure: CITYST
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 9.734,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 40.2m (131.9ft)


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