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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 11
Total length: 969 meters (3,179ft)
Total costs: $47,088,000
Total average daily traffic: 138,290
Total future (year 2028) average daily traffic: 235,093
National Bridge Inventory (NBI) Registered Bridges for Amelia

New bridges - Historical Statistics

  • 1990-1999: 7
  • 2000-2009: 4

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 35104240537201,  Location: 5.0 MI EAST OF LA 70 (Lat: 29.667500,  Lng: -91.101667),  Route carried "on" structure: US 90,  Year Built: 1998,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 26,600 (year 2007),  Average Future Daily Traffic: 45,220 (year 2028),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 59.855,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  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: Very good,  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: September 2006,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 35104240537202,  Location: 5.0 MI EAST OF LA 70 (Lat: 29.667500,  Lng: -91.101667),  Route carried "on" structure: US 90,  Year Built: 1998,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 26,600 (year 2007),  Average Future Daily Traffic: 45,220 (year 2028),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 59.855,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  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: Very good,  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: September 2006,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 610400050200743,  Location: .74 MI E OF PH LN ON US90 (Lat: 29.663333,  Lng: -91.091667),  Route carried "on" structure: US 900,  Year Built: 2006,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 350 (year 2007),  Average Future Daily Traffic: 595 (year 2028),  Design Load: HS 20,  Features Intersected: DRAIN,  Facility Carried by Structure: US 90
Minimum Vertical Clearance: 13.18m (43.24ft),  Kilometerpoint: 1.191,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  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: 13.2m (43.3ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 610400050201471,  Location: 1.47MI E OF PH LN ON US90 (Lat: 29.665000,  Lng: -91.080000),  Route carried "on" structure: US 900,  Year Built: 2006,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 3,500 (year 2007),  Average Future Daily Traffic: 5,950 (year 2028),  Design Load: HS 20,  Features Intersected: BAYOU CAROLINE,  Facility Carried by Structure: US 90
Minimum Vertical Clearance: 13.18m (43.24ft),  Kilometerpoint: 2.365,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  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: 13.2m (43.3ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 610400050202071,  Location: 2.07MI E OF PH LN ON US90 (Lat: 29.665000,  Lng: -91.075000),  Route carried "on" structure: US 900,  Year Built: 2006,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 3,500 (year 2007),  Average Future Daily Traffic: 5,950 (year 2028),  Design Load: HS 20,  Features Intersected: ALLIGATOR BAYOU,  Facility Carried by Structure: US 90
Minimum Vertical Clearance: 13.18m (43.24ft),  Kilometerpoint: 3.331,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 13.2m (43.3ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 610400050202481,  Location: 2.48MI E OF PH LN ON US90 (Lat: 29.665000,  Lng: -91.063333),  Route carried "on" structure: US 900,  Year Built: 2006,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 3,500 (year 2007),  Average Future Daily Traffic: 5,950 (year 2028),  Design Load: HS 20,  Features Intersected: ALLIGATOR BAYOU RELIEF,  Facility Carried by Structure: US 90
Minimum Vertical Clearance: 13.23m (43.41ft),  Kilometerpoint: 3.990,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 13.3m (43.6ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 610404240600001,  Location: ASSUMPTION PH LN US 90 (Lat: 29.671250,  Lng: -91.110167),  Route carried "on" structure: US 90,  Year Built: 1998,  Status: Open,  Structure Length: 165.02m (541.40ft),  Average Daily Traffic: 23,200 (year 2007),  Average Future Daily Traffic: 39,440 (year 2028),  Design Load: HS 20,  Features Intersected: BAYOU BOEUF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 58,  Length of Maximum Span: 178.3m (585.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum 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: August 2006,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 610404240601001,  Location: 61044240601001 (Lat: 29.670100,  Lng: -91.091650),  Route carried "on" structure: US 90,  Year Built: 1998,  Status: Open,  Structure Length: 368.17m (1207.91ft),  Average Daily Traffic: 23,200 (year 2007),  Average Future Daily Traffic: 39,440 (year 2028),  Design Load: HS 20,  Features Intersected: BAYOU BEOUF BR EXTEN
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 170,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 610404240601002,  Location: 61044240601002 (Lat: 29.670250,  Lng: -91.091700),  Route carried "on" structure: US 90,  Year Built: 1998,  Status: Open,  Structure Length: 368.02m (1207.41ft),  Average Daily Traffic: 23,200 (year 2007),  Average Future Daily Traffic: 39,440 (year 2028),  Design Load: HS 20,  Features Intersected: BAYOU BOEUF BR EXTENSION
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 170,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 368.02m (1207.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $31,392,000,  Roadway Improvement Cost: $3,139,000,  Total Project Cost: $47,088,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 610404240601035,  Location: 61044240601035 (Lat: 29.666944,  Lng: -91.084167),  Route carried "on" structure: Ramp US 90,  Year Built: 1999,  Status: Open,  Structure Length: 16.12m (52.89ft),  Average Daily Traffic: 2,320 (year 2007),  Average Future Daily Traffic: 3,944 (year 2028),  Design Load: HS 20,  Features Intersected: ONGOING RAMP B.E.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.657,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 610404240601038,  Location: 61044240601038 (Lat: 29.667222,  Lng: -91.083889),  Route carried "on" structure: Ramp US 90,  Year Built: 1999,  Status: Open,  Structure Length: 14.81m (48.59ft),  Average Daily Traffic: 2,320 (year 2007),  Average Future Daily Traffic: 3,944 (year 2028),  Design Load: HS 20,  Features Intersected: OFFGOING RAMP A.E.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.657,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place

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