Bridge Statistics for Cheneyville, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 144ft / 43.9mTotal length
- 34,523Total average daily traffic
- 9,131Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Cheneyville
- No street view available for this location
- New bridges - historical statistics
- 61980-1989
- 31990-1999
- 12010-2019
- Bridge Condition - Deck
- 87.5%Good
- 12.5%Satisfactory
- Bridge Condition - Superstructure
- 87.5%Good
- 12.5%Satisfactory
- Bridge Condition - Substructure
- 75.0%Good
- 25.0%Satisfactory
- Bridge Condition - Channel
- 75.0%Good
- 25.0%Satisfactory
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Structure Number: 84000000600265, Location: 3.7 MI. W OF LA 1 (Lat: 31.063169, Lng: -92.267200), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 543 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 705 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE CANAL, Facility Carried by Structure: Cheneyville Cutoff
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.134, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 37 degrees, 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: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.8 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: 42.4 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 84000000600265, Location: 3.7 MI. W OF LA 1 (Lat: 31.063169, Lng: -92.267200), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 543 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 705 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE CANAL, Facility Carried by Structure: Cheneyville Cutoff
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.134, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 37 degrees, 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: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.8 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: 42.4 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 84003720500341, Location: 3.28 MI. SOUTH OF US 71 (Lat: 30.969639, Lng: -92.309450), Route carried "on" structure: State highway 181, Year Built: 1992, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 590 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 767 (year 2036), Design Load: HS 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Good, Culverts: 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: 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 84003720500341, Location: 3.28 MI. SOUTH OF US 71 (Lat: 30.969639, Lng: -92.309450), Route carried "on" structure: State highway 181, Year Built: 1992, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 590 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 767 (year 2036), Design Load: HS 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Good, Culverts: 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: 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 84003720500921, Location: 2.7 MI. SOUTH OF US 71 (Lat: 30.977939, Lng: -92.310550), Route carried "on" structure: State highway 181, Year Built: 1992, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 590 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 767 (year 2036), Design Load: HS 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.481, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 40.8 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: 34.0 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 84003720500921, Location: 2.7 MI. SOUTH OF US 71 (Lat: 30.977939, Lng: -92.310550), Route carried "on" structure: State highway 181, Year Built: 1992, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 590 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 767 (year 2036), Design Load: HS 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.481, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 40.8 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: 34.0 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 84003720501591, Location: 0.10 MI SOUTH OF I-49 (Lat: 30.985519, Lng: -92.309000), Route carried "on" structure: State highway 181, Year Built: 1985, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 295 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 460 (year 2036), Design Load: HS 20, Features Intersected: DIVERSION CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.332, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 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: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Underwater Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 84003720501591, Location: 0.10 MI SOUTH OF I-49 (Lat: 30.985519, Lng: -92.309000), Route carried "on" structure: State highway 181, Year Built: 1985, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 295 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 460 (year 2036), Design Load: HS 20, Features Intersected: DIVERSION CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.332, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 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: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Underwater Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 84003720501592, Location: 0.10 MI SOUTH OF I-49 (Lat: 30.985889, Lng: -92.309100), Route carried "on" structure: State highway 181, Year Built: 1985, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 295 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 460 (year 2036), Design Load: HS 20, Features Intersected: DIVERSION CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.267, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 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: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Underwater Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 84003720501592, Location: 0.10 MI SOUTH OF I-49 (Lat: 30.985889, Lng: -92.309100), Route carried "on" structure: State highway 181, Year Built: 1985, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 295 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 460 (year 2036), Design Load: HS 20, Features Intersected: DIVERSION CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.267, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 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: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Underwater Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 84004550501961, Location: 2 MILES W OF CHENEYVILLE (Lat: 30.987381, Lng: -92.307500), Route carried "on" structure: Interstate 49, Year Built: 1985, Status: Open, Structure Length: 9.42m (30.91ft), Average Daily Traffic: 7,400 (year 2016), Truck Traffic: 30%, Average Future Daily Traffic: 11,388 (year 2036), Design Load: HS 20, Features Intersected: I-49 OVER LA 181
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.174, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 455-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 19 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 84004550501961, Location: 2 MILES W OF CHENEYVILLE (Lat: 30.987381, Lng: -92.307500), Route carried "on" structure: Interstate 49, Year Built: 1985, Status: Open, Structure Length: 9.42m (30.91ft), Average Daily Traffic: 7,400 (year 2016), Truck Traffic: 30%, Average Future Daily Traffic: 11,388 (year 2036), Design Load: HS 20, Features Intersected: I-49 OVER LA 181
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.174, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 455-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 19 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 84004550501962, Location: 2 MILES W OF CHENEYVILLE (Lat: 30.987669, Lng: -92.308600), Route carried "on" structure: Interstate 49, Year Built: 1985, Status: Open, Structure Length: 9.42m (30.91ft), Average Daily Traffic: 7,400 (year 2016), Truck Traffic: 30%, Average Future Daily Traffic: 11,388 (year 2036), Design Load: HS 20, Features Intersected: I-49 OVER LA 181
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 83.979, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 455-05-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 19 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 84004550501962, Location: 2 MILES W OF CHENEYVILLE (Lat: 30.987669, Lng: -92.308600), Route carried "on" structure: Interstate 49, Year Built: 1985, Status: Open, Structure Length: 9.42m (30.91ft), Average Daily Traffic: 7,400 (year 2016), Truck Traffic: 30%, Average Future Daily Traffic: 11,388 (year 2036), Design Load: HS 20, Features Intersected: I-49 OVER LA 181
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 83.979, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 455-05-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 19 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 84004550502951, Location: 0.94 MI NORTH OF LA 181 (Lat: 30.993461, Lng: -92.322200), Route carried "on" structure: Interstate 49, Year Built: 1985, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 7,400 (year 2016), Truck Traffic: 30%, Average Future Daily Traffic: 11,388 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.735, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 455-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, 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: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.9 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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 84004550502951, Location: 0.94 MI NORTH OF LA 181 (Lat: 30.993461, Lng: -92.322200), Route carried "on" structure: Interstate 49, Year Built: 1985, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 7,400 (year 2016), Truck Traffic: 30%, Average Future Daily Traffic: 11,388 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.735, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 455-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, 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: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.9 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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 84004550502952, Location: 0.94 MI NORTH OF LA 181 (Lat: 30.993361, Lng: -92.322600), Route carried "on" structure: Interstate 49, Year Built: 1985, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 7,400 (year 2016), Truck Traffic: 30%, Average Future Daily Traffic: 11,388 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.495, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 455-05-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, 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: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.9 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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 84004550502952, Location: 0.94 MI NORTH OF LA 181 (Lat: 30.993361, Lng: -92.322600), Route carried "on" structure: Interstate 49, Year Built: 1985, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 7,400 (year 2016), Truck Traffic: 30%, Average Future Daily Traffic: 11,388 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.495, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 455-05-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, 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: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.9 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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 84031010921721, Location: 0.45 MILE EAST OF US 71 (Lat: 31.016439, Lng: -92.286400), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 250 (year 1979), Average Future Daily Traffic: 325 (year 2036), Design Load: HS 20, Features Intersected: BAYOU BOEUF, Facility Carried by Structure: Klock St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 30.1 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: 23.3 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: Equal to present minimum criteria, Waterway Adequacy: Superior 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: August 2021, Underwater Inspection Date: June 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 84031010921721, Location: 0.45 MILE EAST OF US 71 (Lat: 31.016439, Lng: -92.286400), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 250 (year 1979), Average Future Daily Traffic: 325 (year 2036), Design Load: HS 20, Features Intersected: BAYOU BOEUF, Facility Carried by Structure: Klock St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 30.1 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: 23.3 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: Equal to present minimum criteria, Waterway Adequacy: Superior 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: August 2021, Underwater Inspection Date: June 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 84004550501961, Location: 1.9 MI. S. OF US 71 (Lat: 30.987561, Lng: -92.307911), Route carried "under" structure: State highway 181, Structure Length: 0. m, Average Daily Traffic: 590 (year 2014), Features Intersected: I-49 SB OVER LA 181 NB
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 2.581, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 84004550501961, Location: 1.9 MI. S. OF US 71 (Lat: 30.987561, Lng: -92.307911), Route carried "under" structure: State highway 181, Structure Length: 0. m, Average Daily Traffic: 590 (year 2014), Features Intersected: I-49 SB OVER LA 181 NB
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 2.581, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 84004550501961, Location: 1.9 MI. S. OF US 71 (Lat: 30.987781, Lng: -92.308011), Route carried "under" structure: State highway 181, Structure Length: 0. m, Average Daily Traffic: 590 (year 2014), Features Intersected: I-49 NB OVER LA 181 SB
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 3.034, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 84004550501961, Location: 1.9 MI. S. OF US 71 (Lat: 30.987781, Lng: -92.308011), Route carried "under" structure: State highway 181, Structure Length: 0. m, Average Daily Traffic: 590 (year 2014), Features Intersected: I-49 NB OVER LA 181 SB
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 3.034, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 84004550501962, Location: 1.9 MI. S. OF US 71 (Lat: 30.987539, Lng: -92.308139), Route carried "under" structure: State highway 181, Structure Length: 0. m, Average Daily Traffic: 590 (year 2014), Features Intersected: I-49 SB OVER LA 181 SB
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 3.064, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 84004550501962, Location: 1.9 MI. S. OF US 71 (Lat: 30.987539, Lng: -92.308139), Route carried "under" structure: State highway 181, Structure Length: 0. m, Average Daily Traffic: 590 (year 2014), Features Intersected: I-49 SB OVER LA 181 SB
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 3.064, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 84004550501962, Location: 1.9 MI. S. OF US 71 (Lat: 30.987331, Lng: -92.308039), Route carried "under" structure: State highway 181, Structure Length: 0. m, Average Daily Traffic: 590 (year 2014), Features Intersected: I-49 SB OVER LA 181 NB
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 2.554, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 0.0m
Structure Number: 84004550501962, Location: 1.9 MI. S. OF US 71 (Lat: 30.987331, Lng: -92.308039), Route carried "under" structure: State highway 181, Structure Length: 0. m, Average Daily Traffic: 590 (year 2014), Features Intersected: I-49 SB OVER LA 181 NB
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 2.554, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 0.0m