Bridge Statistics for Bayou L'Ourse, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 1,066ft / 325mTotal length
- $1,108,000Total costs
- 82,840Total average daily traffic
- 14,164Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Bayou L'Ourse
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 31960-1969
- 81990-1999
- 12000-2009
- 32010-2019
- Bridge Condition - Deck
- 30.8%Very good
- 46.2%Good
- 23.1%Satisfactory
- Bridge Condition - Superstructure
- 46.2%Very good
- 30.8%Good
- 15.4%Satisfactory
- 7.7%Fair
- Bridge Condition - Substructure
- 38.5%Very good
- 30.8%Good
- 15.4%Satisfactory
- 7.7%Fair
- 7.7%Poor
- Bridge Condition - Channel
- 25.0%Very good
- 37.5%Good
- 31.3%Satisfactory
- 6.3%Poor
- Bridge Condition - Culverts
- 66.7%Very good
- 33.3%Serious
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Structure Number: 25500050300001, Location: .01 MI EAST OF LA 662 (Lat: 29.664731, Lng: -91.045431), Route carried "on" structure: State highway 182, Year Built: 1993, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 4,700 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 5,704 (year 2036), Design Load: HS 20, Features Intersected: BORROW CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.481, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5-03-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 6 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: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 25500050300001, Location: .01 MI EAST OF LA 662 (Lat: 29.664731, Lng: -91.045431), Route carried "on" structure: State highway 182, Year Built: 1993, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 4,700 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 5,704 (year 2036), Design Load: HS 20, Features Intersected: BORROW CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.481, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5-03-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 6 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: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 25500050400001, Location: .01 MI EAST OF LA 20 (Lat: 29.685081, Lng: -90.998800), Route carried "on" structure: State highway 182, Year Built: 1946, Status: Posted for load, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 3,100 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 3,720 (year 2036), Design Load: H 15, Features Intersected: BAYOU BLACK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Navigation Control: Yes ( Vertical Clearance: 17.7m (58.1ft), Horizontal Clearance: 14.9m (48.9ft)), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 6.68m (21.92ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Underwater Inspection Date: May 2019, Bridge Improvement Cost: $569,000, Total Project Cost: $853,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 25500050400001, Location: .01 MI EAST OF LA 20 (Lat: 29.685081, Lng: -90.998800), Route carried "on" structure: State highway 182, Year Built: 1946, Status: Posted for load, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 3,100 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 3,720 (year 2036), Design Load: H 15, Features Intersected: BAYOU BLACK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Navigation Control: Yes ( Vertical Clearance: 17.7m (58.1ft), Horizontal Clearance: 14.9m (48.9ft)), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 6.68m (21.92ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Underwater Inspection Date: May 2019, Bridge Improvement Cost: $569,000, Total Project Cost: $853,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 25504240700052, Location: .05 MI EAST OF LA 662 (Lat: 29.668269, Lng: -91.039900), Route carried "on" structure: US 90, Year Built: 1998, Status: Open, Structure Length: 69.31m (227.40ft), Average Daily Traffic: 11,400 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 16,591 (year 2036), Design Load: HS 20, Features Intersected: LA 662, BAYOU L'OURSE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.406, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 424-07-2, Subroute: 10), 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: 30, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 25504240700052, Location: .05 MI EAST OF LA 662 (Lat: 29.668269, Lng: -91.039900), Route carried "on" structure: US 90, Year Built: 1998, Status: Open, Structure Length: 69.31m (227.40ft), Average Daily Traffic: 11,400 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 16,591 (year 2036), Design Load: HS 20, Features Intersected: LA 662, BAYOU L'OURSE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.406, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 424-07-2, Subroute: 10), 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: 30, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 25504240700055, Location: 0.05 MI. E OF PARISH LINE (Lat: 29.667750, Lng: -91.042600), Route carried "on" structure: Ramp US 90, Year Built: 1998, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,280 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 2,765 (year 2036), Design Load: HS 20, Features Intersected: BAYOU L'OURSE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.061, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 74.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
Structure Number: 25504240700055, Location: 0.05 MI. E OF PARISH LINE (Lat: 29.667750, Lng: -91.042600), Route carried "on" structure: Ramp US 90, Year Built: 1998, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,280 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 2,765 (year 2036), Design Load: HS 20, Features Intersected: BAYOU L'OURSE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.061, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 74.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
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Structure Number: 25504240700058, Location: 0.05 MI. E OF PARISH LINE (Lat: 29.669439, Lng: -91.044200), Route carried "on" structure: Ramp US 90, Year Built: 1998, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,280 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 2,765 (year 2036), Design Load: HS 20, Features Intersected: BAYOU L'OURSE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.713, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 74.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
Structure Number: 25504240700058, Location: 0.05 MI. E OF PARISH LINE (Lat: 29.669439, Lng: -91.044200), Route carried "on" structure: Ramp US 90, Year Built: 1998, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,280 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 2,765 (year 2036), Design Load: HS 20, Features Intersected: BAYOU L'OURSE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.713, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 74.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
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Structure Number: 25504240701351, Location: 1.35 MI EAST OF LA 662 (Lat: 29.669789, Lng: -91.025700), Route carried "on" structure: US 90, Year Built: 1998, Status: Open, Structure Length: 51.15m (167.81ft), Average Daily Traffic: 11,400 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 16,591 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.108, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 424-07-1, Subroute: 10), 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: 22, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 25504240701351, Location: 1.35 MI EAST OF LA 662 (Lat: 29.669789, Lng: -91.025700), Route carried "on" structure: US 90, Year Built: 1998, Status: Open, Structure Length: 51.15m (167.81ft), Average Daily Traffic: 11,400 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 16,591 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.108, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 424-07-1, Subroute: 10), 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: 22, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 25504240701352, Location: 1.35 MI EAST OF LA 662 (Lat: 29.671811, Lng: -91.021000), Route carried "on" structure: US 90, Year Built: 1998, Status: Open, Structure Length: 50.78m (166.60ft), Average Daily Traffic: 11,400 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 16,591 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.518, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 424-07-2, Subroute: 10), 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: 22, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 25504240701352, Location: 1.35 MI EAST OF LA 662 (Lat: 29.671811, Lng: -91.021000), Route carried "on" structure: US 90, Year Built: 1998, Status: Open, Structure Length: 50.78m (166.60ft), Average Daily Traffic: 11,400 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 16,591 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.518, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 424-07-2, Subroute: 10), 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: 22, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 25504240703351, Location: 3.35 MI EAST OF LA 662 (Lat: 29.688081, Lng: -91.001300), Route carried "on" structure: US 90, Year Built: 1998, Status: Open, Structure Length: 61.48m (201.71ft), Average Daily Traffic: 11,400 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 16,591 (year 2036), Design Load: HS 20, Features Intersected: CHACAHOULA BAYOU
Minimum Vertical Clearance: 7.93m (26.02ft), Kilometerpoint: 5.283, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 424-07-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 27, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 25504240703351, Location: 3.35 MI EAST OF LA 662 (Lat: 29.688081, Lng: -91.001300), Route carried "on" structure: US 90, Year Built: 1998, Status: Open, Structure Length: 61.48m (201.71ft), Average Daily Traffic: 11,400 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 16,591 (year 2036), Design Load: HS 20, Features Intersected: CHACAHOULA BAYOU
Minimum Vertical Clearance: 7.93m (26.02ft), Kilometerpoint: 5.283, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 424-07-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 27, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 25504240703352, Location: 3.35 MI EAST OF LA 662 (Lat: 29.689861, Lng: -90.995300), Route carried "on" structure: US 90, Year Built: 1998, Status: Open, Structure Length: 62.55m (205.22ft), Average Daily Traffic: 11,400 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 16,591 (year 2036), Design Load: HS 20, Features Intersected: CHACAHOULA BAYOU
Minimum Vertical Clearance: 7.93m (26.02ft), Kilometerpoint: 24.229, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 424-07-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 27, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 25504240703352, Location: 3.35 MI EAST OF LA 662 (Lat: 29.689861, Lng: -90.995300), Route carried "on" structure: US 90, Year Built: 1998, Status: Open, Structure Length: 62.55m (205.22ft), Average Daily Traffic: 11,400 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 16,591 (year 2036), Design Load: HS 20, Features Intersected: CHACAHOULA BAYOU
Minimum Vertical Clearance: 7.93m (26.02ft), Kilometerpoint: 24.229, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 424-07-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 27, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 25529418910001, Location: 0.01M W OF DEADWOOD RD (Lat: 29.701461, Lng: -90.996450), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 2.10m (6.89ft), Design Load: H 10, Features Intersected: CHACAHOULA CANAL, Facility Carried by Structure: NORTH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Channel: Satisfactory, Culverts: Serious, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 74.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: April 2020, Bridge Improvement Cost: $76,000, Total Project Cost: $114,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 25529418910001, Location: 0.01M W OF DEADWOOD RD (Lat: 29.701461, Lng: -90.996450), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 2.10m (6.89ft), Design Load: H 10, Features Intersected: CHACAHOULA CANAL, Facility Carried by Structure: NORTH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Channel: Satisfactory, Culverts: Serious, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 74.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: April 2020, Bridge Improvement Cost: $76,000, Total Project Cost: $114,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 25529421905991, Location: 0043 LOG MI FROM IN (Lat: 29.696631, Lng: -90.997881), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 120 (year 1978), Average Future Daily Traffic: 148 (year 2036), Design Load: H 15, Features Intersected: COULEE, Facility Carried by Structure: SOUTH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 14.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: April 2020, Bridge Improvement Cost: $94,000, Total Project Cost: $141,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 25529421905991, Location: 0043 LOG MI FROM IN (Lat: 29.696631, Lng: -90.997881), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 120 (year 1978), Average Future Daily Traffic: 148 (year 2036), Design Load: H 15, Features Intersected: COULEE, Facility Carried by Structure: SOUTH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 14.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: April 2020, Bridge Improvement Cost: $94,000, Total Project Cost: $141,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 610400000610343, Location: 0.1 MILE EAST OF LA. 662 (Lat: 29.714519, Lng: -91.079169), Route carried "on" structure: State highway 663, Year Built: 2015, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 380 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 629 (year 2036), Design Load: HS 20, Features Intersected: L'OURSE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.180, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 30 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: 8.9m (29.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 610400000610343, Location: 0.1 MILE EAST OF LA. 662 (Lat: 29.714519, Lng: -91.079169), Route carried "on" structure: State highway 663, Year Built: 2015, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 380 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 629 (year 2036), Design Load: HS 20, Features Intersected: L'OURSE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.180, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 30 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: 8.9m (29.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 610400000800911, Location: ARISTILE RD 0.5 MI E. OF (Lat: 29.721239, Lng: -91.052081), Route carried "on" structure: County highway , Year Built: 2012, Status: Posted for load, Structure Length: 1.77m (5.81ft), Design Load: HS 20, Features Intersected: BAYOU LAROUSE, Facility Carried by Structure: Aristile Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 610400000800911, Location: ARISTILE RD 0.5 MI E. OF (Lat: 29.721239, Lng: -91.052081), Route carried "on" structure: County highway , Year Built: 2012, Status: Posted for load, Structure Length: 1.77m (5.81ft), Design Load: HS 20, Features Intersected: BAYOU LAROUSE, Facility Carried by Structure: Aristile Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 610400050202481, Location: 1.7 MI E of US90 Bus (Lat: 29.663531, Lng: -91.064000), Route carried "on" structure: US 182, Year Built: 2006, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 4,700 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 7,820 (year 2036), Design Load: HS 20, Features Intersected: ALLIGATOR BAYOU RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.975, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 610400050202481, Location: 1.7 MI E of US90 Bus (Lat: 29.663531, Lng: -91.064000), Route carried "on" structure: US 182, Year Built: 2006, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 4,700 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 7,820 (year 2036), Design Load: HS 20, Features Intersected: ALLIGATOR BAYOU RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.975, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 610408041508611, Location: LA0398 (Lat: 29.741461, Lng: -91.038489), Route carried "on" structure: State highway 398, Year Built: 1969, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 3,200 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 5,440 (year 2036), Design Load: HS 20, Features Intersected: BAYOU MORGAN CITY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.842, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: March 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 610408041508611, Location: LA0398 (Lat: 29.741461, Lng: -91.038489), Route carried "on" structure: State highway 398, Year Built: 1969, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 3,200 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 5,440 (year 2036), Design Load: HS 20, Features Intersected: BAYOU MORGAN CITY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.842, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: March 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 610408041510331, Location: LA0398 (Lat: 29.722561, Lng: -91.056419), Route carried "on" structure: State highway 398, Year Built: 1969, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 3,200 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 5,440 (year 2036), Design Load: HS 20, Features Intersected: BAYOU L OURSE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.605, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 610408041510331, Location: LA0398 (Lat: 29.722561, Lng: -91.056419), Route carried "on" structure: State highway 398, Year Built: 1969, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 3,200 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 5,440 (year 2036), Design Load: HS 20, Features Intersected: BAYOU L OURSE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.605, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 25504240700051, Location: .2 miles N of LA 182 (Lat: 29.667989, Lng: -91.043669), Route carried "under" structure: State highway 662, Structure Length: 0. m, Average Daily Traffic: 470 (year 2014), Features Intersected: LA 662 SB under US 90 EB
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.295, Lanes on structure: 2, Lanes under structure: 1, Length of Maximum Span: 0.0m
Structure Number: 25504240700051, Location: .2 miles N of LA 182 (Lat: 29.667989, Lng: -91.043669), Route carried "under" structure: State highway 662, Structure Length: 0. m, Average Daily Traffic: 470 (year 2014), Features Intersected: LA 662 SB under US 90 EB
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.295, Lanes on structure: 2, Lanes under structure: 1, Length of Maximum Span: 0.0m
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Structure Number: 25504240700051, Location: .2 miles N of LA 182 (Lat: 29.667881, Lng: -91.043311), Route carried "under" structure: State highway 662, Structure Length: 0. m, Average Daily Traffic: 470 (year 2014), Features Intersected: LA 662 NB under US 90 EB
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.378, Lanes on structure: 2, Lanes under structure: 1, Length of Maximum Span: 0.0m
Structure Number: 25504240700051, Location: .2 miles N of LA 182 (Lat: 29.667881, Lng: -91.043311), Route carried "under" structure: State highway 662, Structure Length: 0. m, Average Daily Traffic: 470 (year 2014), Features Intersected: LA 662 NB under US 90 EB
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.378, Lanes on structure: 2, Lanes under structure: 1, Length of Maximum Span: 0.0m
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Structure Number: 25504240700052, Location: .2 miles N of LA 182 (Lat: 29.668231, Lng: -91.043900), Route carried "under" structure: State highway 662, Structure Length: 0. m, Average Daily Traffic: 470 (year 2014), Features Intersected: LA 662 SB under US 90 WB
Minimum Vertical Clearance: 5.24m (17.19ft), Kilometerpoint: 0.259, Lanes on structure: 2, Lanes under structure: 1, Length of Maximum Span: 0.0m
Structure Number: 25504240700052, Location: .2 miles N of LA 182 (Lat: 29.668231, Lng: -91.043900), Route carried "under" structure: State highway 662, Structure Length: 0. m, Average Daily Traffic: 470 (year 2014), Features Intersected: LA 662 SB under US 90 WB
Minimum Vertical Clearance: 5.24m (17.19ft), Kilometerpoint: 0.259, Lanes on structure: 2, Lanes under structure: 1, Length of Maximum Span: 0.0m
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Structure Number: 25504240700052, Location: .2 miles N of LA 182 (Lat: 29.668131, Lng: -91.043539), Route carried "under" structure: State highway 662, Structure Length: 0. m, Average Daily Traffic: 470 (year 2014), Features Intersected: LA 662 NB under US 90 WB
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.414, Lanes on structure: 2, Lanes under structure: 1, Length of Maximum Span: 0.0m
Structure Number: 25504240700052, Location: .2 miles N of LA 182 (Lat: 29.668131, Lng: -91.043539), Route carried "under" structure: State highway 662, Structure Length: 0. m, Average Daily Traffic: 470 (year 2014), Features Intersected: LA 662 NB under US 90 WB
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.414, Lanes on structure: 2, Lanes under structure: 1, Length of Maximum Span: 0.0m