Bridge Statistics for Port Barre, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 797ft / 243mTotal length
- $28,379,000Total costs
- 99,985Total average daily traffic
- 21,051Total average daily truck traffic
- 161,743Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Port Barre
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21950-1959
- 41960-1969
- 41970-1979
- 11980-1989
- 21990-1999
- 42000-2009
- Bridge Condition - Deck
- 46.7%Good
- 40.0%Satisfactory
- 6.7%Poor
- 6.7%Serious
- Bridge Condition - Superstructure
- 6.7%Very good
- 40.0%Good
- 46.7%Satisfactory
- 6.7%Poor
- Bridge Condition - Substructure
- 6.7%Very good
- 40.0%Good
- 26.7%Satisfactory
- 20.0%Fair
- 6.7%Poor
- Bridge Condition - Channel
- 33.3%Very good
- 44.4%Good
- 11.1%Satisfactory
- 5.6%Fair
- 5.6%Poor
- Bridge Condition - Culverts
- 33.3%Good
- 66.7%Satisfactory
Find on map >> Show street view
Structure Number: 34900121100001, Location: 2.12 Mi E of LA 3068 (Lat: 30.482819, Lng: -92.491239), Route carried "on" structure: US 190, Year Built: 1990, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 8,050 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 12,246 (year 2036), Design Load: HS 20, Features Intersected: BAYOU DES CANNES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.008, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 12-11-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 14, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 34900121100001, Location: 2.12 Mi E of LA 3068 (Lat: 30.482819, Lng: -92.491239), Route carried "on" structure: US 190, Year Built: 1990, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 8,050 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 12,246 (year 2036), Design Load: HS 20, Features Intersected: BAYOU DES CANNES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.008, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 12-11-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 14, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 34900121304491, Location: 0.07 Mi W of LA 743 (Lat: 30.545739, Lng: -92.010700), Route carried "on" structure: US 190, Year Built: 1951, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 9,500 (year 2016), Truck Traffic: 24%, Average Future Daily Traffic: 14,508 (year 2036), Design Load: HS 20, Features Intersected: LITTLE TECHE BAYU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.108, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 12-13-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.63m (15.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $395,000, Total Project Cost: $592,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 34900121304491, Location: 0.07 Mi W of LA 743 (Lat: 30.545739, Lng: -92.010700), Route carried "on" structure: US 190, Year Built: 1951, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 9,500 (year 2016), Truck Traffic: 24%, Average Future Daily Traffic: 14,508 (year 2036), Design Load: HS 20, Features Intersected: LITTLE TECHE BAYU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.108, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 12-13-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.63m (15.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $395,000, Total Project Cost: $592,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 34900121304492, Location: 0.07 Mi W of LA 743 (Lat: 30.545989, Lng: -92.010500), Route carried "on" structure: US 190, Year Built: 1962, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 10,200 (year 2018), Truck Traffic: 24%, Average Future Daily Traffic: 14,508 (year 2036), Design Load: HS 20, Features Intersected: LITTLE TECHE BAYU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.043, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 12-13-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Serious, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 40.2 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: 30.8 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 minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.63m (15.19ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $395,000, Total Project Cost: $592,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 34900121304492, Location: 0.07 Mi W of LA 743 (Lat: 30.545989, Lng: -92.010500), Route carried "on" structure: US 190, Year Built: 1962, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 10,200 (year 2018), Truck Traffic: 24%, Average Future Daily Traffic: 14,508 (year 2036), Design Load: HS 20, Features Intersected: LITTLE TECHE BAYU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.043, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 12-13-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Serious, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 40.2 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: 30.8 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 minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.63m (15.19ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $395,000, Total Project Cost: $592,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 34900121306861, Location: 0.05 Mi W of LA 742 (Lat: 30.546900, Lng: -91.971600), Route carried "on" structure: US 190, Year Built: 1951, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 19,000 (year 2016), Truck Traffic: 24%, Average Future Daily Traffic: 24,180 (year 2036), Design Load: HS 20, Features Intersected: BAYOU TOULOUSE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.890, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 12-13-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 31.7m (104.0ft), Out-to-Out Width: 44.5m (146.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 42.1 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: 32.4 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 34900121306861, Location: 0.05 Mi W of LA 742 (Lat: 30.546900, Lng: -91.971600), Route carried "on" structure: US 190, Year Built: 1951, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 19,000 (year 2016), Truck Traffic: 24%, Average Future Daily Traffic: 24,180 (year 2036), Design Load: HS 20, Features Intersected: BAYOU TOULOUSE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.890, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 12-13-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 31.7m (104.0ft), Out-to-Out Width: 44.5m (146.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 42.1 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: 32.4 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 34900121307051, Location: 0.15 MI E of LA 742 (Lat: 30.546650, Lng: -91.968400), Route carried "on" structure: US 190, Year Built: 1964, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 9,500 (year 2016), Truck Traffic: 24%, Average Future Daily Traffic: 14,508 (year 2036), Design Load: HS 20, Features Intersected: BAYOU TECHE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.201, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 12-13-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.25m (20.51ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $533,000, Total Project Cost: $799,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 34900121307051, Location: 0.15 MI E of LA 742 (Lat: 30.546650, Lng: -91.968400), Route carried "on" structure: US 190, Year Built: 1964, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 9,500 (year 2016), Truck Traffic: 24%, Average Future Daily Traffic: 14,508 (year 2036), Design Load: HS 20, Features Intersected: BAYOU TECHE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.201, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 12-13-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.25m (20.51ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $533,000, Total Project Cost: $799,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 34900121307052, Location: 0.15 MI E of LA 742 (Lat: 30.546719, Lng: -91.967800), Route carried "on" structure: US 190, Year Built: 1964, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 9,500 (year 2016), Truck Traffic: 24%, Average Future Daily Traffic: 14,508 (year 2036), Design Load: HS 20, Features Intersected: BAYOU TECHE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.914, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 12-13-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.25m (20.51ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $533,000, Total Project Cost: $799,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 34900121307052, Location: 0.15 MI E of LA 742 (Lat: 30.546719, Lng: -91.967800), Route carried "on" structure: US 190, Year Built: 1964, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 9,500 (year 2016), Truck Traffic: 24%, Average Future Daily Traffic: 14,508 (year 2036), Design Load: HS 20, Features Intersected: BAYOU TECHE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.914, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 12-13-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.25m (20.51ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $533,000, Total Project Cost: $799,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 34900121313282, Location: 3.00 Mi W of US 71 (Lat: 30.547950, Lng: -91.860000), Route carried "on" structure: US 190, Year Built: 2005, Status: Open, Structure Length: 31.61m (103.71ft), Average Daily Traffic: 6,050 (year 2016), Truck Traffic: 24%, Average Future Daily Traffic: 15,470 (year 2036), Design Load: HS 20, Features Intersected: SLOW BAYOU W.B.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.566, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 12-13-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 5.5m (18.0ft), Horizontal Clearance: 110.6m (362.9ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 20, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 51.8 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: 30.8 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 31.70m (104.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $2,704,000, Total Project Cost: $4,056,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 34900121313282, Location: 3.00 Mi W of US 71 (Lat: 30.547950, Lng: -91.860000), Route carried "on" structure: US 190, Year Built: 2005, Status: Open, Structure Length: 31.61m (103.71ft), Average Daily Traffic: 6,050 (year 2016), Truck Traffic: 24%, Average Future Daily Traffic: 15,470 (year 2036), Design Load: HS 20, Features Intersected: SLOW BAYOU W.B.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.566, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 12-13-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 5.5m (18.0ft), Horizontal Clearance: 110.6m (362.9ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 20, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 51.8 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: 30.8 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 31.70m (104.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $2,704,000, Total Project Cost: $4,056,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 34900121315111, Location: 7.0 MI EAST OF LA 741 (Lat: 30.548511, Lng: -91.832900), Route carried "on" structure: US 190, Year Built: 2004, Status: Open, Structure Length: 77.42m (254.00ft), Average Daily Traffic: 6,050 (year 2016), Truck Traffic: 24%, Average Future Daily Traffic: 15,470 (year 2036), Design Load: HS 20, Features Intersected: BAYOU DARBONNE E.B.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.217, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 12-13-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 5.8m (19.0ft), Horizontal Clearance: 189.9m (623.0ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 48, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 45.0 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: 34.7 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 77.42m (254.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $6,604,000, Total Project Cost: $9,906,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 34900121315111, Location: 7.0 MI EAST OF LA 741 (Lat: 30.548511, Lng: -91.832900), Route carried "on" structure: US 190, Year Built: 2004, Status: Open, Structure Length: 77.42m (254.00ft), Average Daily Traffic: 6,050 (year 2016), Truck Traffic: 24%, Average Future Daily Traffic: 15,470 (year 2036), Design Load: HS 20, Features Intersected: BAYOU DARBONNE E.B.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.217, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 12-13-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 5.8m (19.0ft), Horizontal Clearance: 189.9m (623.0ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 48, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 45.0 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: 34.7 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 77.42m (254.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $6,604,000, Total Project Cost: $9,906,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 34900121315112, Location: 1.19 Mi W of US 71 (Lat: 30.547481, Lng: -91.824900), Route carried "on" structure: US 190, Year Built: 2004, Status: Open, Structure Length: 77.42m (254.00ft), Average Daily Traffic: 6,050 (year 2016), Truck Traffic: 24%, Average Future Daily Traffic: 15,470 (year 2036), Design Load: HS 20, Features Intersected: BAYOU DARBONNE W.B.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.178, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 12-13-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 5.8m (19.0ft), Horizontal Clearance: 189.9m (623.0ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 48, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 47.0 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: 28.2 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 77.42m (254.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $6,604,000, Total Project Cost: $9,906,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 34900121315112, Location: 1.19 Mi W of US 71 (Lat: 30.547481, Lng: -91.824900), Route carried "on" structure: US 190, Year Built: 2004, Status: Open, Structure Length: 77.42m (254.00ft), Average Daily Traffic: 6,050 (year 2016), Truck Traffic: 24%, Average Future Daily Traffic: 15,470 (year 2036), Design Load: HS 20, Features Intersected: BAYOU DARBONNE W.B.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.178, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 12-13-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 5.8m (19.0ft), Horizontal Clearance: 189.9m (623.0ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 48, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 47.0 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: 28.2 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 77.42m (254.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $6,604,000, Total Project Cost: $9,906,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 34900123003091, Location: 0.5 MI WEST OF LA 31 (Lat: 30.534131, Lng: -91.999300), Route carried "on" structure: State highway 742, Year Built: 1971, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 1,760 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 2,314 (year 2036), Design Load: HS 20, Features Intersected: LITTLE B TECHE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.952, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 4.36m (14.30ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $371,000, Total Project Cost: $556,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 34900123003091, Location: 0.5 MI WEST OF LA 31 (Lat: 30.534131, Lng: -91.999300), Route carried "on" structure: State highway 742, Year Built: 1971, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 1,760 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 2,314 (year 2036), Design Load: HS 20, Features Intersected: LITTLE B TECHE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.952, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 4.36m (14.30ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $371,000, Total Project Cost: $556,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 34900123004421, Location: 3.02 MI WEST OF LA 31 (Lat: 30.540719, Lng: -91.978900), Route carried "on" structure: State highway 742, Year Built: 1974, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,760 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 2,314 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.067, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 34900123004421, Location: 3.02 MI WEST OF LA 31 (Lat: 30.540719, Lng: -91.978900), Route carried "on" structure: State highway 742, Year Built: 1974, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,760 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 2,314 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.067, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 34900123004961, Location: 4.42 MI WEST OF LA 31 (Lat: 30.544961, Lng: -91.971800), Route carried "on" structure: State highway 742, Year Built: 1974, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 1,760 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 2,314 (year 2036), Design Load: HS 20, Features Intersected: BAYOU TOULOUSE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.934, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Very good, Operating Rating: 64.4 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: Meets minimum limits, 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 34900123004961, Location: 4.42 MI WEST OF LA 31 (Lat: 30.544961, Lng: -91.971800), Route carried "on" structure: State highway 742, Year Built: 1974, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 1,760 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 2,314 (year 2036), Design Load: HS 20, Features Intersected: BAYOU TOULOUSE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.934, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Very good, Operating Rating: 64.4 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: Meets minimum limits, 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 34903800301451, Location: 1.45 MI EAST OF I-49 (Lat: 30.615189, Lng: -92.035800), Route carried "on" structure: State highway 103, Year Built: 2004, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 2,500 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 3,380 (year 2036), Design Load: HS 20, Features Intersected: BAYOU CARRON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.231, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: May 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 34903800301451, Location: 1.45 MI EAST OF I-49 (Lat: 30.615189, Lng: -92.035800), Route carried "on" structure: State highway 103, Year Built: 2004, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 2,500 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 3,380 (year 2036), Design Load: HS 20, Features Intersected: BAYOU CARRON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.231, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: May 2018, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 34903800404371, Location: 4.37 MI SOUTH OF LA 359 (Lat: 30.559111, Lng: -91.955200), Route carried "on" structure: State highway 103, Year Built: 1937, Status: Open, Structure Length: 8.26m (27.10ft), Average Daily Traffic: 6,500 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 8,450 (year 2036), Design Load: H 15, Features Intersected: BAYOU COURTABLEAU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.989, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.17m (30.09ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $782,000, Total Project Cost: $1,173,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 34903800404371, Location: 4.37 MI SOUTH OF LA 359 (Lat: 30.559111, Lng: -91.955200), Route carried "on" structure: State highway 103, Year Built: 1937, Status: Open, Structure Length: 8.26m (27.10ft), Average Daily Traffic: 6,500 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 8,450 (year 2036), Design Load: H 15, Features Intersected: BAYOU COURTABLEAU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.989, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.17m (30.09ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $782,000, Total Project Cost: $1,173,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 34908492900031, Location: 0.3 MI NORTH OF LA 103 (Lat: 30.612550, Lng: -91.963100), Route carried "on" structure: State highway 359, Year Built: 1966, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 590 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 767 (year 2036), Design Load: HS 20, Features Intersected: BAYOU SAQUETTE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 13.1m (43.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 42.4 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: 32.7 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 34908492900031, Location: 0.3 MI NORTH OF LA 103 (Lat: 30.612550, Lng: -91.963100), Route carried "on" structure: State highway 359, Year Built: 1966, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 590 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 767 (year 2036), Design Load: HS 20, Features Intersected: BAYOU SAQUETTE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 13.1m (43.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 42.4 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: 32.7 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 34930335925751, Location: 0.09 Mi W of LA 103 (Lat: 30.557981, Lng: -91.957761), Route carried "on" structure: County highway , Year Built: 1985, Status: Posted for load, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 1,010 (year 2020), Average Future Daily Traffic: 1,111 (year 2040), Design Load: HS 20, Features Intersected: Bayou Teche, Facility Carried by Structure: Robin St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 25.3 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: 19.8 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: May 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 34930335925751, Location: 0.09 Mi W of LA 103 (Lat: 30.557981, Lng: -91.957761), Route carried "on" structure: County highway , Year Built: 1985, Status: Posted for load, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 1,010 (year 2020), Average Future Daily Traffic: 1,111 (year 2040), Design Load: HS 20, Features Intersected: Bayou Teche, Facility Carried by Structure: Robin St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 25.3 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: 19.8 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: May 2018, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 34930351915481, Location: 2.5 Mi. E. of La 103 (Lat: 30.583850, Lng: -91.915889), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 125 (year 2020), Average Future Daily Traffic: 137 (year 2040), Design Load: HS 20, Features Intersected: Bayou Saquette, Facility Carried by Structure: O.G. Track Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Channel: Good, Culverts: Satisfactory, 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 minimum criteria, Deck Geometry: High priority of replacement, 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: April 2021, Underwater Inspection Date: June 2020
Structure Number: 34930351915481, Location: 2.5 Mi. E. of La 103 (Lat: 30.583850, Lng: -91.915889), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 125 (year 2020), Average Future Daily Traffic: 137 (year 2040), Design Load: HS 20, Features Intersected: Bayou Saquette, Facility Carried by Structure: O.G. Track Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Channel: Good, Culverts: Satisfactory, 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 minimum criteria, Deck Geometry: High priority of replacement, 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: April 2021, Underwater Inspection Date: June 2020
Find on map >> Show street view
Structure Number: 34930355915681, Location: 0.96 Mi E of LA 103 (Lat: 30.592550, Lng: -91.939150), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 80 (year 2020), Average Future Daily Traffic: 88 (year 2040), Design Load: HS 20, Features Intersected: BAYOU SAQUETTE, Facility Carried by Structure: Saquette Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 42.6 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 34930355915681, Location: 0.96 Mi E of LA 103 (Lat: 30.592550, Lng: -91.939150), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 80 (year 2020), Average Future Daily Traffic: 88 (year 2040), Design Load: HS 20, Features Intersected: BAYOU SAQUETTE, Facility Carried by Structure: Saquette Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 42.6 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels