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Bridge Statistics for Bossier City, Louisiana (LA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Bossier City, LA, Louisiana, Louisiana forum, All US cities. 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
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 40800010300001, Location: .01 MI EAST OF LA 1 (Lat: 32.516056, Lng: -93.745639), Route carried "on" structure: US 80, Year Built: 1934, Year Reconstructed: 1984, Status: Posted for load, Structure Length: 90.89m (298.20ft), Average Daily Traffic: 12,900 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 7,740 (year 2028), Design Load: H 15, Features Intersected: RED RIVER @ TEXAS ST. Minimum Vertical Clearance: 4.31m (14.14ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 20 degrees, Navigation Control: Yes ( Vertical Clearance: 94.4m (309.7ft), Horizontal Clearance: 106.6m (349.7ft)), Material/Design: Steel continuous, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 9, Number Of Approach Spans: 36, Length of Maximum Span: 158.5m (520.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 90.89m (298.20ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2007, Underwater Inspection Date: July 1996, Bridge Improvement Cost: $7,772,000, Roadway Improvement Cost: $777,000, Total Project Cost: $11,658,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 40800010304701, Location: 1.1 MI EAST OF LA 72 (Lat: 32.533417, Lng: -93.672194), Route carried "on" structure: US 80, Year Built: 1955, Status: Posted for load, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 12,240 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 7,344 (year 2028), Design Load: HS 20, Features Intersected: MACKS BAYOU Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.562, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, 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: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 29.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.93m (12.89ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Bridge Improvement Cost: $335,000, Roadway Improvement Cost: $33,000, Total Project Cost: $502,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 40800010304702, Location: 1.1 MI EAST OF LA 72 (Lat: 32.533417, Lng: -93.672194), Route carried "on" structure: US 80, Year Built: 1936, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 12,240 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 7,344 (year 2028), Design Load: H 15, Features Intersected: MACKS BAYOU Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.562, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 57.6 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Bridge Improvement Cost: $338,000, Roadway Improvement Cost: $33,000, Total Project Cost: $507,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 40800010306051, Location: 04080010306051 (Lat: 32.540222, Lng: -93.650639), Route carried "on" structure: US 80, Year Built: 1955, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 9,360 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 5,616 (year 2028), Design Load: HS 20, Features Intersected: ALLIGATOR BAYOU Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.734, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, 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: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Bridge Improvement Cost: $275,000, Roadway Improvement Cost: $27,000, Total Project Cost: $412,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 40800010306052, Location: 04080010306052 (Lat: 32.540222, Lng: -93.650639), Route carried "on" structure: US 80, Year Built: 1936, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 9,360 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 5,616 (year 2028), Design Load: H 15, Features Intersected: ALLIGATOR BAYOU Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.734, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 54.0 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.85m (19.19ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Bridge Improvement Cost: $499,000, Roadway Improvement Cost: $49,000, Total Project Cost: $748,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 40800010306651, Location: 1.8 MI EAST OF LA 782-2 (Lat: 32.543383, Lng: -93.641133), Route carried "on" structure: US 80, Year Built: 2003, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 9,360 (year 2007), Average Future Daily Traffic: 5,616 (year 2028), Design Load: HS 20, Features Intersected: FLAT RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.700, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 10 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: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 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, 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 Find on map >>
Structure Number: 40800010306652, Location: 1.8 MI EAST OF LA 782-2 (Lat: 32.543633, Lng: -93.641200), Route carried "on" structure: US 80, Year Built: 2003, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 9,360 (year 2007), Average Future Daily Traffic: 5,616 (year 2028), Design Load: HS 20, Features Intersected: FLAT RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.700, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 10 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: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 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, 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 Find on map >>
Structure Number: 40800010307031, Location: 2.15 MI EAST OF LA 782-2 (Lat: 32.545389, Lng: -93.635111), Route carried "on" structure: US 80, Year Built: 1927, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 15,600 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 9,360 (year 2028), Design Load: H 15, Features Intersected: DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.311, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 30.5m (100.1ft) Condition: Channel: Good, Culverts: Good, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, 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: 40800010307751, Location: 0.50 MI EAST OF I-220 (Lat: 32.553883, Lng: -93.624717), Route carried "on" structure: US 80, Year Built: 2003, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 12,240 (year 2007), Average Future Daily Traffic: 7,344 (year 2028), Design Load: HS 20, Features Intersected: RED CHUTE BAYOU Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.470, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 15, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 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, 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 Find on map >>
Structure Number: 40800010307752, Location: 0.50 MI EAST OF I-220 (Lat: 32.554033, Lng: -93.624967), Route carried "on" structure: US 80, Year Built: 2003, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 12,240 (year 2007), Average Future Daily Traffic: 7,344 (year 2028), Design Load: HS 20, Features Intersected: RED CHUTE BAYOU Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.470, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 15, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 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, 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 Find on map >>
Structure Number: 40800100609521, Location: 1.2 MI NORTH OF LA 612 (Lat: 32.454889, Lng: -93.657917), Route carried "on" structure: US 71, Year Built: 1965, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 16,500 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 9,900 (year 2028), Design Load: HS 20, Features Intersected: MACKS BAYOU Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.318, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft) Condition: Channel: Satisfactory, Culverts: Very good, Waterway Adequacy: Meets minimum limits, 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 Find on map >>
Structure Number: 40800100614867, Location: INT OF US 71 AND I-20 (Lat: 32.513139, Lng: -93.715528), Route carried "on" structure: Ramp Interstate 20, Year Built: 1966, Status: Open, Structure Length: 16.86m (55.31ft), Average Daily Traffic: 1,730 (year 2007), Truck Traffic: 29%, Average Future Daily Traffic: 1,038 (year 2028), Design Load: HS 20, Features Intersected: I-20/KCS RR Minimum Vertical Clearance: 6.04m (19.82ft), Kilometerpoint: 23.910, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 0.0m, Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.5 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), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, 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: 40800103001101, Location: 0.2 MI EAST OF LA 185 (Lat: 32.522583, Lng: -93.691778), Route carried "on" structure: State highway 72, Year Built: 1958, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 13,000 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 7,800 (year 2028), Design Load: HS 20, Features Intersected: COOPERS BAYOU Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Very good, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 40800440100381, Location: .38 MILES NORTH OF I-20 (Lat: 32.521383, Lng: -93.717900), Route carried "on" structure: State highway 3, Year Built: 2008, Status: Open, Structure Length: 36.12m (118.50ft), Average Daily Traffic: 18,180 (year 2007), Average Future Daily Traffic: 10,908 (year 2028), Design Load: HS 20, Features Intersected: KCS RR XING Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.611, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.6m (57.7ft), Out-to-Out Width: 18.5m (60.7ft) 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 40804510200001, Location: .01 MI EAST LA 1 (Lat: 32.511639, Lng: -93.739722), Route carried "on" structure: Interstate 20, Year Built: 1965, Status: Open, Structure Length: 28.96m (95.01ft), Average Daily Traffic: 82,500 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 49,500 (year 2028), Design Load: HS 20, Features Intersected: RED RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 24.3m (79.7ft), Horizontal Clearance: 60.9m (199.8ft)), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 42, Length of Maximum Span: 106.7m (350.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 24.2m (79.4ft), Out-to-Out Width: 27.3m (89.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.7 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Underwater Inspection Date: August 1996, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 40804510200181, Location: .2 MI EAST LA 1 (Lat: 32.512944, Lng: -93.737083), Route carried "on" structure: Interstate 20, Year Built: 1965, Year Reconstructed: 2001, Status: Open, Structure Length: 13.23m (43.41ft), Average Daily Traffic: 82,500 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 49,500 (year 2028), Design Load: HS 20, Features Intersected: RAMP J-2 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 6, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 24.2m (79.4ft), Out-to-Out Width: 27.2m (89.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.9 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 40804510200186, Location: 04084510200186 (Lat: 32.512944, Lng: -93.737083), Route carried "on" structure: Ramp Interstate 20, Year Built: 1966, Year Reconstructed: 2001, Status: Open, Structure Length: 8.81m (28.90ft), Average Daily Traffic: 8,250 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 4,950 (year 2028), Design Load: HS 20, Features Intersected: BARKSDALE BLVD ON RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 7.4m (24.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 40804510200361, Location: .36 MI EAST LA 1 (Lat: 32.513778, Lng: -93.734194), Route carried "on" structure: Interstate 20, Year Built: 1966, Year Reconstructed: 2001, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 46,680 (year 2007), Truck Traffic: 29%, Average Future Daily Traffic: 28,008 (year 2028), Design Load: HS 20, Features Intersected: TRAFFIC STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 13 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: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, 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 Find on map >>
Structure Number: 40804510200362, Location: .36 MI EAST LA 1 (Lat: 32.513778, Lng: -93.734194), Route carried "on" structure: Interstate 20, Year Built: 1966, Year Reconstructed: 2001, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 46,680 (year 2007), Truck Traffic: 29%, Average Future Daily Traffic: 28,008 (year 2028), Design Load: HS 20, Features Intersected: TRAFFIC STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 13 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: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, 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 Find on map >>
Structure Number: 40804510200801, Location: .80 MI EAST LA 1 (Lat: 32.513722, Lng: -93.726694), Route carried "on" structure: Interstate 20, Year Built: 1966, Year Reconstructed: 2001, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 43,260 (year 2007), Truck Traffic: 29%, Average Future Daily Traffic: 25,956 (year 2028), Design Load: HS 20, Features Intersected: HAMILTON MILLS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, 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 Find on map >>
Structure Number: 40804510200802, Location: .80 MI EAST LA 1 (Lat: 32.513722, Lng: -93.726694), Route carried "on" structure: Interstate 20, Year Built: 1966, Year Reconstructed: 2001, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 43,260 (year 2007), Truck Traffic: 29%, Average Future Daily Traffic: 25,956 (year 2028), Design Load: HS 20, Features Intersected: HAMILTON MILLS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, 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 Find on map >>
Structure Number: 40804510201031, Location: 1.04 MI EAST LA 1 (Lat: 32.513583, Lng: -93.722778), Route carried "on" structure: Interstate 20, Year Built: 1966, Status: Open, Structure Length: 19.75m (64.80ft), Average Daily Traffic: 43,260 (year 2007), Truck Traffic: 29%, Average Future Daily Traffic: 25,956 (year 2028), Design Load: HS 20, Features Intersected: STL&SW-KCS RR/WESTERFIEL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.657, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 7, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 17.5m (57.4ft) Condition: Deck: Good, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 20.42m (66.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Bridge Improvement Cost: $2,303,000, Roadway Improvement Cost: $230,000, Total Project Cost: $3,454,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 40804510201032, Location: 1.04 MI EAST LA 1 (Lat: 32.513583, Lng: -93.722778), Route carried "on" structure: Interstate 20, Year Built: 1966, Status: Open, Structure Length: 19.75m (64.80ft), Average Daily Traffic: 43,260 (year 2007), Truck Traffic: 29%, Average Future Daily Traffic: 25,956 (year 2028), Design Load: HS 20, Features Intersected: STL&SW-KCS RR/WESTERFIEL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.657, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 7, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 17.5m (57.4ft) Condition: Deck: Good, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 53.1 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 20.42m (66.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Bridge Improvement Cost: $2,303,000, Roadway Improvement Cost: $230,000, Total Project Cost: $3,454,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 40804510201407, Location: RAMPS FOR US 71 (Lat: 32.513167, Lng: -93.716500), Route carried "on" structure: Ramp Interstate 20, Year Built: 1966, Year Reconstructed: 1999, Status: Open, Structure Length: 36.18m (118.70ft), Average Daily Traffic: 7,210 (year 2007), Truck Traffic: 29%, Average Future Daily Traffic: 4,326 (year 2028), Design Load: HS 20, Features Intersected: 1-20/US 71/KCS RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 1, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 21, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 40804510201416, Location: RAMPS FOR US 71 (Lat: 32.513167, Lng: -93.716333), Route carried "on" structure: Ramp Interstate 20, Year Built: 1966, Status: Open, Structure Length: 16.58m (54.40ft), Average Daily Traffic: 7,210 (year 2007), Truck Traffic: 29%, Average Future Daily Traffic: 4,326 (year 2028), Design Load: HS 20, Features Intersected: US71&KCSRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.269, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 0.0m, 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.5 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), 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 desirable criteria, Length Of Structure Improvement: 17.40m (57.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $1,484,000, Roadway Improvement Cost: $148,000, Total Project Cost: $2,226,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 40804510201426, Location: RAMPS FOR US 71 (Lat: 32.513167, Lng: -93.716167), Route carried "on" structure: Ramp Interstate 20, Year Built: 1966, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 7,210 (year 2007), Truck Traffic: 29%, Average Future Daily Traffic: 4,326 (year 2028), Design Load: HS 20, Features Intersected: US71 Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 2.285, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 0.0m, Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 40804510201431, Location: I-20 OVER US 71 (Lat: 32.513167, Lng: -93.716000), Route carried "on" structure: Interstate 20, Year Built: 1966, Status: Open, Structure Length: 23.41m (76.80ft), Average Daily Traffic: 43,260 (year 2007), Truck Traffic: 29%, Average Future Daily Traffic: 25,956 (year 2028), Design Load: HS 20, Features Intersected: US 71/KCS RR/RAMP SW Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 2.301, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 19 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 10, Length of Maximum Span: 36.0m (118.1ft), 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: 10.2m (33.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.6 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), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 23.90m (78.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $2,038,000, Roadway Improvement Cost: $203,000, Total Project Cost: $3,057,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 40804510201432, Location: I-20 OVER US 71 (Lat: 32.513167, Lng: -93.716000), Route carried "on" structure: Interstate 20, Year Built: 1966, Status: Open, Structure Length: 23.41m (76.80ft), Average Daily Traffic: 43,260 (year 2007), Truck Traffic: 29%, Average Future Daily Traffic: 25,956 (year 2028), Design Load: HS 20, Features Intersected: US 71/KCSRR/RAMP SW Minimum Vertical Clearance: 4.59m (15.06ft), Kilometerpoint: 2.301, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 19 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 10, Length of Maximum Span: 36.0m (118.1ft), 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: 10.2m (33.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Good, Operating Rating: 48.6 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), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 23.90m (78.41ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Bridge Improvement Cost: $2,038,000, Roadway Improvement Cost: $203,000, Total Project Cost: $3,057,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 40804510201951, Location: I-20 OVER LA 72 (Lat: 32.517333, Lng: -93.709417), Route carried "on" structure: Interstate 20, Year Built: 1967, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 35,040 (year 2007), Truck Traffic: 29%, Average Future Daily Traffic: 21,024 (year 2028), Design Load: HS 20, Features Intersected: LA 72/OLD MINDEN RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.138, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.6m (107.0ft), 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: 10.2m (33.5ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, 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 minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.35m (27.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $712,000, Roadway Improvement Cost: $71,000, Total Project Cost: $1,068,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 40804510201952, Location: I-20 OVER LA 72 (Lat: 32.517333, Lng: -93.709417), Route carried "on" structure: Interstate 20, Year Built: 1967, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 35,040 (year 2007), Truck Traffic: 29%, Average Future Daily Traffic: 21,024 (year 2028), Design Load: HS 20, Features Intersected: LA 72/OLD MINDEN RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.138, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, 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 minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.35m (27.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $712,000, Roadway Improvement Cost: $71,000, Total Project Cost: $1,068,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 40804510202351, Location: .4 MI EAST OVER LA 72 (Lat: 32.522361, Lng: -93.706083), Route carried "on" structure: Interstate 20, Year Built: 1967, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 56,800 (year 2007), Truck Traffic: 29%, Average Future Daily Traffic: 34,080 (year 2028), Design Load: HS 20, Features Intersected: DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.781, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 10 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: 26.2m (86.0ft), Out-to-Out Width: 71.9m (235.9ft) Condition: Channel: 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: November 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 40804510202451, Location: .5 MI EAST OVER LA 72 (Lat: 32.523556, Lng: -93.705111), Route carried "on" structure: Interstate 20, Year Built: 1967, Status: Open, Structure Length: 11.61m (38.09ft), Average Daily Traffic: 34,080 (year 2007), Truck Traffic: 29%, Average Future Daily Traffic: 20,448 (year 2028), Design Load: HS 20, Features Intersected: ICG RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.942, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 19 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, 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: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 52.2 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.53m (41.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $1,068,000, Roadway Improvement Cost: $106,000, Total Project Cost: $1,602,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 40804510202452, Location: .5 MI EAST OVER LA 72 (Lat: 32.523556, Lng: -93.705111), Route carried "on" structure: Interstate 20, Year Built: 1967, Status: Open, Structure Length: 14.90m (48.88ft), Average Daily Traffic: 34,080 (year 2007), Truck Traffic: 29%, Average Future Daily Traffic: 20,448 (year 2028), Design Load: HS 20, Features Intersected: ICG RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.942, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 19 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 24.1m (79.1ft), 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: 10.2m (33.5ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 49.5 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), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.82m (51.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $1,349,000, Roadway Improvement Cost: $134,000, Total Project Cost: $2,023,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 40804510202811, Location: I-20 OVER LA 3105 (Lat: 32.525361, Lng: -93.699556), Route carried "on" structure: Interstate 20, Year Built: 1967, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 26,760 (year 2007), Truck Traffic: 29%, Average Future Daily Traffic: 16,056 (year 2028), Design Load: HS 20, Features Intersected: LA 3105/AIRLINE DR. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.521, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 15 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), 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: 10.2m (33.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.22m (23.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $616,000, Roadway Improvement Cost: $61,000, Total Project Cost: $924,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 40804510202812, Location: I-20 OVER LA 3105 (Lat: 32.525361, Lng: -93.699556), Route carried "on" structure: Interstate 20, Year Built: 1967, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 26,760 (year 2007), Truck Traffic: 29%, Average Future Daily Traffic: 16,056 (year 2028), Design Load: HS 20, Features Intersected: LA 3105/AIRLINE DR. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.521, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 15 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), 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: 10.2m (33.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.22m (23.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $616,000, Roadway Improvement Cost: $61,000, Total Project Cost: $924,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 40804510203311, Location: I-20 OVER LA 72 (Lat: 32.525944, Lng: -93.691083), Route carried "on" structure: Interstate 20, Year Built: 1967, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 26,760 (year 2007), Truck Traffic: 29%, Average Future Daily Traffic: 16,056 (year 2028), Design Load: HS 20, Features Intersected: I-20 OVER LA 72 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.326, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), 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: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.8 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.24m (17.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $447,000, Roadway Improvement Cost: $44,000, Total Project Cost: $670,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 40804510203312, Location: I-20 OVER LA 72 (Lat: 32.525944, Lng: -93.691083), Route carried "on" structure: Interstate 20, Year Built: 1967, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 26,760 (year 2007), Truck Traffic: 29%, Average Future Daily Traffic: 16,056 (year 2028), Design Load: HS 20, Features Intersected: LA72 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.326, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), 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: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.8 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.24m (17.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $447,000, Roadway Improvement Cost: $44,000, Total Project Cost: $670,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 40804510204231, Location: I-20 OVER LA 782-2 (Lat: 32.528139, Lng: -93.675639), Route carried "on" structure: Interstate 20, Year Built: 1967, Status: Open, Structure Length: 14.17m (46.49ft), Average Daily Traffic: 26,760 (year 2007), Truck Traffic: 29%, Average Future Daily Traffic: 16,056 (year 2028), Design Load: HS 20, Features Intersected: MACKS BAYOU & LA 782-2 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.806, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.09m (49.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $1,287,000, Roadway Improvement Cost: $128,000, Total Project Cost: $1,930,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 40804510204232, Location: I-20 OVER LA 782-2 (Lat: 32.528139, Lng: -93.675639), Route carried "on" structure: Interstate 20, Year Built: 1967, Status: Open, Structure Length: 14.17m (46.49ft), Average Daily Traffic: 26,760 (year 2007), Truck Traffic: 29%, Average Future Daily Traffic: 16,056 (year 2028), Design Load: HS 20, Features Intersected: MACKS BAYOU/LA 782-2 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.806, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 15.09m (49.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $1,287,000, Roadway Improvement Cost: $128,000, Total Project Cost: $1,930,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 40804510204236, Location: I-20 RAMPS TO LA 782-2 (Lat: 32.528139, Lng: -93.675639), Route carried "on" structure: Ramp Interstate 20, Year Built: 1967, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 4,460 (year 2007), Truck Traffic: 29%, Average Future Daily Traffic: 2,676 (year 2028), Design Load: HS 20, Features Intersected: MACKS BAYOU Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.806, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 7.2m (23.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 40804510204237, Location: I-20 RAMPS TO LA 782-2 (Lat: 32.528133, Lng: -93.675633), Route carried "on" structure: Ramp Interstate 20, Year Built: 2007, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 4,460 (year 2007), Truck Traffic: 29%, Average Future Daily Traffic: 2,676 (year 2028), Design Load: HS 20, Features Intersected: MACKS BAYOU Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.806, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: Better than present minimum criteria, 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 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 40804510206091, Location: 1.8 MI EAST OF LA 782-2 (Lat: 32.535778, Lng: -93.645250), Route carried "on" structure: Interstate 20, Year Built: 1975, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 40,400 (year 2007), Truck Traffic: 29%, Average Future Daily Traffic: 24,240 (year 2028), Design Load: HS 20, Features Intersected: ALLIGATOR BAYOU Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.799, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.1m (6.9ft) Condition: Channel: Satisfactory, 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: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 40804510206371, Location: 2.1 MI EAST OF LA 782-2 (Lat: 32.536917, Lng: -93.640667), Route carried "on" structure: Interstate 20, Year Built: 1973, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 24,240 (year 2007), Truck Traffic: 29%, Average Future Daily Traffic: 14,544 (year 2028), Design Load: HS 20, Features Intersected: FLAT RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.249, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), 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: Satisfactory, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 40804510206372, Location: 2.1 MI EAST OF LA 782-2 (Lat: 32.536917, Lng: -93.640667), Route carried "on" structure: Interstate 20, Year Built: 1973, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 24,240 (year 2007), Truck Traffic: 29%, Average Future Daily Traffic: 14,544 (year 2028), Design Load: HS 20, Features Intersected: FLAT RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.249, 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, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 18.2m (59.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present 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 Find on map >>
Structure Number: 40804510207581, 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: 15.7m (51.5ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 84.6 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place Discuss this city on our hugely popular Louisiana forum Back to: Bossier City, LA, Louisiana, All US cities.
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