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Bridge Statistics for Lake Charles, Louisiana (LA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Lake Charles, LA, Louisiana, Louisiana forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 170 Total length: 3,066 meters (10,059ft) Total costs: $165,057,000 Total average daily traffic: 3,264,327 Total average daily truck traffic: 471,359 National Bridge Inventory (NBI) Registered Bridges for Lake Charles
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 71004503007072, Location: .86 MI EAST OF LA 385 (Lat: 30.196611, Lng: -93.204444), Route carried "on" structure: Interstate 210, Year Built: 1975, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 23,520 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 14,112 (year 2028), Design Load: HS 20, Features Intersected: ENTERPRISE BOULEVARD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.376, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004503007511, Location: 1.3 MI EAST OF LA 385 (Lat: 30.196611, Lng: -93.197083), Route carried "on" structure: Interstate 210, Year Built: 1976, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 23,520 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 14,112 (year 2028), Design Load: HS 20, Features Intersected: TEXAS STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.084, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004503007512, Location: 1.3 MI EAST OF LA 385 (Lat: 30.196611, Lng: -93.197083), Route carried "on" structure: Interstate 210, Year Built: 1976, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 23,520 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 14,112 (year 2028), Design Load: HS 20, Features Intersected: TEXAS STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.084, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004503007981, Location: 1.77 MI EAST OF LA 385 (Lat: 30.197194, Lng: -93.189278), Route carried "on" structure: Interstate 210, Year Built: 1976, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 23,520 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 14,112 (year 2028), Design Load: HS 20, Features Intersected: 5TH AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.840, 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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004503007982, Location: 1.77 MI EAST OF LA 385 (Lat: 30.197194, Lng: -93.189278), Route carried "on" structure: Interstate 210, Year Built: 1976, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 23,520 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 14,112 (year 2028), Design Load: HS 20, Features Intersected: 5TH AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.840, 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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 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: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004503008521, Location: I-210 OVER LA 14 (Lat: 30.197222, Lng: -93.180222), Route carried "on" structure: Interstate 210, Year Built: 1976, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 23,520 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 14,112 (year 2028), Design Load: HS 20, Features Intersected: LA 14 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.709, Lanes on structure: 2, Lanes under structure: 6, 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: 3, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 48.6 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004503008522, Location: I-210 OVER LA 14 (Lat: 30.197222, Lng: -93.180222), Route carried "on" structure: Interstate 210, Year Built: 1976, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 23,520 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 14,112 (year 2028), Design Load: HS 20, Features Intersected: LA 14 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.709, Lanes on structure: 2, Lanes under structure: 6, 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: 3, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 48.6 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004503009551, Location: 1.03 MI EAST OF LA 14 (Lat: 30.205750, Lng: -93.170194), Route carried "on" structure: Interstate 210, Year Built: 1976, Status: Open, Structure Length: 24.75m (81.20ft), Average Daily Traffic: 21,180 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 12,708 (year 2028), Design Load: HS 20, Features Intersected: M P RR/KAYOUCHE COULEE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.366, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 9, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 57.6 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004503009552, Location: 1.03 MI EAST OF LA 14 (Lat: 30.205750, Lng: -93.170194), Route carried "on" structure: Interstate 210, Year Built: 1976, Status: Open, Structure Length: 24.75m (81.20ft), Average Daily Traffic: 21,180 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 12,708 (year 2028), Design Load: HS 20, Features Intersected: M P RR/KAYOUCHE COULEE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.366, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 9, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 57.6 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to 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: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004503010281, Location: 1.76 MI EAST OF LA 14 (Lat: 30.216361, Lng: -93.170056), Route carried "on" structure: Interstate 210, Year Built: 1976, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 21,180 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 12,708 (year 2028), Design Load: HS 20, Features Intersected: LEGION STREET(LA1138-2) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.541, Lanes on structure: 2, Lanes under structure: 5, 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: 3, Length of Maximum Span: 25.9m (85.0ft), 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: 55.8 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004503010282, Location: 1.76 MI EAST OF LA 14 (Lat: 30.216361, Lng: -93.170056), Route carried "on" structure: Interstate 210, Year Built: 1976, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 21,180 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 12,708 (year 2028), Design Load: HS 20, Features Intersected: LEGION STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.541, Lanes on structure: 2, Lanes under structure: 5, 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: 3, Length of Maximum Span: 25.9m (85.0ft), 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: Very good, Operating Rating: 55.8 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004503011041, Location: 2.52 MI EAST OF LA 14 (Lat: 30.227278, Lng: -93.168167), Route carried "on" structure: Interstate 210, Year Built: 1977, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 13,560 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 8,136 (year 2028), Design Load: HS 20, Features Intersected: BROAD STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.763, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Inventory Rating: 40.5 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004503011042, Location: 2.52 MI EAST OF LA 14 (Lat: 30.227278, Lng: -93.168167), Route carried "on" structure: Interstate 210, Year Built: 1977, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 13,560 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 8,136 (year 2028), Design Load: HS 20, Features Intersected: BROAD STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.763, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Inventory Rating: 40.5 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004503011601, Location: I-210 OVER US 90 (Lat: 30.235139, Lng: -93.165750), Route carried "on" structure: Interstate 210, Year Built: 1977, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 13,560 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 8,136 (year 2028), Design Load: HS 20, Features Intersected: US 90 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.664, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 55.8 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004503011602, Location: I-210 OVER US 90 (Lat: 30.235139, Lng: -93.165750), Route carried "on" structure: Interstate 210, Year Built: 1977, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 13,560 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 8,136 (year 2028), Design Load: HS 20, Features Intersected: US 90 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.664, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 55.8 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004503011801, Location: .2 MI EAST OF US 90 (Lat: 30.237889, Lng: -93.164750), Route carried "on" structure: Interstate 210, Year Built: 1977, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 13,560 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 8,136 (year 2028), Design Load: HS 20, Features Intersected: SOUTHERN PACIFIC R R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.986, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.4m (103.0ft), 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: 16.8m (55.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.5 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: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004503011802, Location: .2 MI EAST OF US 90 (Lat: 30.237889, Lng: -93.164750), Route carried "on" structure: Interstate 210, Year Built: 1977, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 13,560 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 8,136 (year 2028), Design Load: HS 20, Features Intersected: SOUTHERN PACIFIC R R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.986, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 16.8m (55.1ft) 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: Equal to present minimum criteria, Underclear: 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: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004503011808, Location: .2 MI EAST OF US 90 (Lat: 30.237883, Lng: -93.164750), Route carried "on" structure: Ramp Interstate 210, Year Built: 1977, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 2,260 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 1,356 (year 2028), Design Load: HS 20, Features Intersected: OFF RAMP US90 & SPRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.986, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), 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: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum 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 Find on map >>
Structure Number: 71004503012111, Location: .5 MI EAST OF US 90 (Lat: 30.242194, Lng: -93.163167), Route carried "on" structure: Interstate 210, Year Built: 1977, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 13,560 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 8,136 (year 2028), Design Load: HS 20, Features Intersected: OPELOUSAS STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.485, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 11 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 21.6m (70.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004503012112, Location: .5 MI EAST OF US 90 (Lat: 30.242194, Lng: -93.163167), Route carried "on" structure: Interstate 210, Year Built: 1977, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 13,560 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 8,136 (year 2028), Design Load: HS 20, Features Intersected: OPELOUSAS STREET(LA 3020 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.485, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 11 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 78.3 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004509124511, Location: 1.3 MI EAST OF LA 108 (Lat: 30.224444, Lng: -93.309139), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 24.14m (79.20ft), Average Daily Traffic: 31,000 (year 2007), Average Future Daily Traffic: 18,600 (year 2028), Design Load: HS 20, Features Intersected: I-10, Facility Carried by Structure: LOC RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.437, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 9, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 56.7 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004509126111, Location: .9 MI EAST OF I-210 (Lat: 30.234944, Lng: -93.285278), Route carried "on" structure: Interstate 10, Year Built: 1987, Status: Open, Structure Length: 39.56m (129.79ft), Average Daily Traffic: 31,920 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 19,152 (year 2028), Design Load: HS 20, Features Intersected: COLUMBIA SOUTHERN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.494, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 19 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 20, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004509126112, Location: .9 MI EAST OF I-210 (Lat: 30.234944, Lng: -93.285278), Route carried "on" structure: Interstate 10, Year Built: 1987, Status: Open, Structure Length: 40.57m (133.10ft), Average Daily Traffic: 31,920 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 19,152 (year 2028), Design Load: HS 20, Features Intersected: COLUMBIA SOUTHERN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.494, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 19, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004509126481, Location: 1.2 MI EAST OF I-210 (Lat: 30.236778, Lng: -93.279500), Route carried "on" structure: Interstate 10, Year Built: 1960, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 53,200 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 31,920 (year 2028), Design Load: HS 20, Features Intersected: DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.089, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 46.9m (153.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 93.6m (307.1ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $306,000, Roadway Improvement Cost: $30,000, Total Project Cost: $459,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004509127691, Location: I-10 OVER LA 378 (Lat: 30.236861, Lng: -93.259306), Route carried "on" structure: Interstate 10, Year Built: 1952, Status: Open, Structure Length: 201.38m (660.70ft), Average Daily Traffic: 51,300 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 30,780 (year 2028), Design Load: HS 20, Features Intersected: CALCASIEU RIVER, RR, STS Minimum Vertical Clearance: 4.59m (15.06ft), Kilometerpoint: 45.036, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 41.1m (134.8ft), Horizontal Clearance: 115.8m (379.9ft)), Material/Design: Steel continuous, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 90, Length of Maximum Span: 128.0m (419.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 20.9m (68.6ft) Condition: Deck: Serious, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 201.38m (660.70ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2007, Underwater Inspection Date: December 1991, Bridge Improvement Cost: $22,503,000, Roadway Improvement Cost: $2,250,000, Total Project Cost: $33,754,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004509129981, Location: I-10 OVER LA 385 (Lat: 30.236333, Lng: -93.221083), Route carried "on" structure: Interstate 10, Year Built: 1961, Status: Open, Structure Length: 17.50m (57.41ft), Average Daily Traffic: 26,640 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 15,984 (year 2028), Design Load: HS 20, Features Intersected: I-10 OVER LA 385 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.721, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 18.29m (60.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,560,000, Roadway Improvement Cost: $156,000, Total Project Cost: $2,340,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004509129982, Location: I-10 OVER LA 385 (Lat: 30.236333, Lng: -93.221083), Route carried "on" structure: Interstate 10, Year Built: 1961, Status: Open, Structure Length: 17.50m (57.41ft), Average Daily Traffic: 26,640 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 15,984 (year 2028), Design Load: HS 20, Features Intersected: I-10 OVER LA 385 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.721, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 18.29m (60.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,560,000, Roadway Improvement Cost: $156,000, Total Project Cost: $2,340,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004509130191, Location: .2 MI EAST OF LA 385 (Lat: 30.235750, Lng: -93.217639), Route carried "on" structure: Interstate 10, Year Built: 1961, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 26,640 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 15,984 (year 2028), Design Load: HS 20, Features Intersected: RYAN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.058, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 67.5 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: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $512,000, Roadway Improvement Cost: $51,000, Total Project Cost: $768,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004509130192, Location: .2 MI EAST OF LA 385 (Lat: 30.235750, Lng: -93.217639), Route carried "on" structure: Interstate 10, Year Built: 1961, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 26,640 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 15,984 (year 2028), Design Load: HS 20, Features Intersected: RYAN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.058, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 67.5 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: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $512,000, Roadway Improvement Cost: $51,000, Total Project Cost: $768,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004509130271, Location: .3 MI EAST OF LA 385 (Lat: 30.235639, Lng: -93.216306), Route carried "on" structure: Interstate 10, Year Built: 1961, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 28,260 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 16,956 (year 2028), Design Load: HS 20, Features Intersected: BILBO STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.187, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), 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: 10.2m (33.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 67.5 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: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.64m (18.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $481,000, Roadway Improvement Cost: $48,000, Total Project Cost: $721,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004509130272, Location: .3 MI EAST OF LA 385 (Lat: 30.235639, Lng: -93.216306), Route carried "on" structure: Interstate 10, Year Built: 1961, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 28,260 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 16,956 (year 2028), Design Load: HS 20, Features Intersected: BILBO STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.187, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 67.5 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: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.64m (18.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $481,000, Roadway Improvement Cost: $48,000, Total Project Cost: $721,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004509130611, Location: .6 MI EAST OF LA 385 (Lat: 30.235667, Lng: -93.210611), Route carried "on" structure: Interstate 10, Year Built: 1961, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 28,260 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 16,956 (year 2028), Design Load: HS 20, Features Intersected: KIRKMAN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.734, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 67.5 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: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.64m (18.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $481,000, Roadway Improvement Cost: $48,000, Total Project Cost: $721,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004509130612, Location: .6 MI EAST OF LA 385 (Lat: 30.235667, Lng: -93.210611), Route carried "on" structure: Interstate 10, Year Built: 1961, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 28,260 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 16,956 (year 2028), Design Load: HS 20, Features Intersected: KIRKMAN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.734, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 67.5 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: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.64m (18.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $481,000, Roadway Improvement Cost: $48,000, Total Project Cost: $721,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004509130941, Location: I-10 OVER US 90 B (Lat: 30.235722, Lng: -93.205111), Route carried "on" structure: Interstate 10, Year Built: 1961, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 28,980 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 17,388 (year 2028), Design Load: HS 20, Features Intersected: US 90B (ENTERPRISE BLVD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.265, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.68m (21.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $569,000, Roadway Improvement Cost: $56,000, Total Project Cost: $853,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004509130942, Location: I-10 OVER US 90 B (Lat: 30.235722, Lng: -93.205111), Route carried "on" structure: Interstate 10, Year Built: 1961, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 28,980 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 17,388 (year 2028), Design Load: HS 20, Features Intersected: US 90B (ENTERPRISE BLVD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.265, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.68m (21.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $569,000, Roadway Improvement Cost: $56,000, Total Project Cost: $853,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004509131101, Location: .2 MI EAST OF US 90 B (Lat: 30.235722, Lng: -93.202417), Route carried "on" structure: Interstate 10, Year Built: 1961, Status: Open, Structure Length: 22.10m (72.51ft), Average Daily Traffic: 28,980 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 17,388 (year 2028), Design Load: HS 20, Features Intersected: MO PACIFIC RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.523, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 22.65m (74.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $1,931,000, Roadway Improvement Cost: $193,000, Total Project Cost: $2,896,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004509131102, Location: .2 MI EAST OF US 90 B (Lat: 30.235722, Lng: -93.202417), Route carried "on" structure: Interstate 10, Year Built: 1961, Status: Open, Structure Length: 22.10m (72.51ft), Average Daily Traffic: 28,980 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 17,388 (year 2028), Design Load: HS 20, Features Intersected: MO PACIFIC RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.523, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 22.65m (74.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $1,931,000, Roadway Improvement Cost: $193,000, Total Project Cost: $2,896,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004509131105, Location: .2 MI EAST OF US 90 B (Lat: 30.235722, Lng: -93.202417), Route carried "on" structure: Ramp Interstate 10, Year Built: 1961, Status: Open, Structure Length: 14.36m (47.11ft), Average Daily Traffic: 4,830 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 2,898 (year 2028), Design Load: HS 20, Features Intersected: MP RR/CITY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.040, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.8m (25.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior 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 Find on map >>
Structure Number: 71004509131108, Location: .2 MI EAST OF US 90 B (Lat: 30.235722, Lng: -93.202417), Route carried "on" structure: Ramp Interstate 10, Year Built: 1961, Status: Open, Structure Length: 14.36m (47.11ft), Average Daily Traffic: 4,830 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 2,898 (year 2028), Design Load: HS 20, Features Intersected: MP RR/CITY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.040, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.8m (25.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior 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 Find on map >>
Structure Number: 71004509131371, Location: .4 MI EAST OF US 90 B (Lat: 30.235944, Lng: -93.197917), Route carried "on" structure: Interstate 10, Year Built: 1963, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 28,980 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 17,388 (year 2028), Design Load: HS 20, Features Intersected: SHATTUCK ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.957, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.5m (57.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.06m (16.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $561,000, Roadway Improvement Cost: $56,000, Total Project Cost: $841,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004509131372, Location: .4 MI EAST OF US 90 B (Lat: 30.235944, Lng: -93.197917), Route carried "on" structure: Interstate 10, Year Built: 1963, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 28,980 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 17,388 (year 2028), Design Load: HS 20, Features Intersected: SHATTUCK ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.957, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.5m (57.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.06m (16.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $561,000, Roadway Improvement Cost: $56,000, Total Project Cost: $841,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004509131831, Location: I-10 OVER US 90 (Lat: 30.236778, Lng: -93.190417), Route carried "on" structure: Interstate 10, Year Built: 1961, Status: Open, Structure Length: 31.49m (103.31ft), Average Daily Traffic: 32,280 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 19,368 (year 2028), Design Load: HS 20, Features Intersected: I-10 OVER US 90 & SP RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.697, Lanes on structure: 3, Lanes under structure: 13, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 43.3m (142.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.9 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 31.58m (103.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $2,693,000, Roadway Improvement Cost: $269,000, Total Project Cost: $4,039,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004509131832, Location: I-10 OVER US 90 (Lat: 30.236778, Lng: -93.190417), Route carried "on" structure: Interstate 10, Year Built: 1961, Status: Open, Structure Length: 31.49m (103.31ft), Average Daily Traffic: 32,280 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 19,368 (year 2028), Design Load: HS 20, Features Intersected: I-10 OVER US 90 & SP RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.697, Lanes on structure: 3, Lanes under structure: 13, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 43.3m (142.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.9 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 31.58m (103.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $2,693,000, Roadway Improvement Cost: $269,000, Total Project Cost: $4,039,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004509132291, Location: .3 MI EAST OF US 90 (Lat: 30.241722, Lng: -93.185250), Route carried "on" structure: Interstate 10, Year Built: 1961, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 32,280 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 19,368 (year 2028), Design Load: HS 20, Features Intersected: OPELOUSAS ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.437, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.59m (24.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $647,000, Roadway Improvement Cost: $64,000, Total Project Cost: $970,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Discuss this city on our hugely popular Louisiana forum Back to: Lake Charles, LA, Louisiana, All US cities.
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