Bridge Statistics for Natchitoches, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 69Number of bridges
- 1,096ft / 334mTotal length
- $5,107,000Total costs
- 417,997Total average daily traffic
- 60,429Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Natchitoches
- No street view available for this location
- New bridges - historical statistics
- 41930-1939
- 11950-1959
- 51960-1969
- 101970-1979
- 191980-1989
- 31990-1999
- 62000-2009
- 72010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 14.0%Very good
- 67.4%Good
- 4.7%Satisfactory
- 9.3%Fair
- 2.3%Serious
- 2.3%Failed
- Bridge Condition - Superstructure
- 16.3%Very good
- 60.5%Good
- 9.3%Satisfactory
- 7.0%Fair
- 2.3%Poor
- 2.3%Serious
- 2.3%Failed
- Bridge Condition - Substructure
- 34.9%Very good
- 41.9%Good
- 4.7%Satisfactory
- 11.6%Fair
- 2.3%Poor
- 2.3%Serious
- 2.3%Failed
- Bridge Condition - Channel
- 2.1%Excellent
- 18.8%Very good
- 56.3%Good
- 16.7%Satisfactory
- 4.2%Poor
- 2.1%Failed
- Bridge Condition - Culverts
- 16.7%Excellent
- 41.7%Very good
- 25.0%Good
- 16.7%Satisfactory
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Structure Number: 83500000080589, Location: 7.04 M. EAST OF LA 117 (Lat: 31.602589, Lng: -93.102600), Route carried "on" structure: State highway 478, Year Built: 2011, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 360 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 216 (year 2036), Design Load: HL 93, Features Intersected: BAYOU PROVENCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.346, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 60.3 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: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83500000080589, Location: 7.04 M. EAST OF LA 117 (Lat: 31.602589, Lng: -93.102600), Route carried "on" structure: State highway 478, Year Built: 2011, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 360 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 216 (year 2036), Design Load: HL 93, Features Intersected: BAYOU PROVENCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.346, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 60.3 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: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 83500000080623, Location: 2.74 MILES EAST OF LA 120 (Lat: 31.651631, Lng: -93.098200), Route carried "on" structure: State highway 478, Year Built: 2013, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 440 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 230 (year 2036), Design Load: HS 20, Features Intersected: SLATE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.416, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 36 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Excellent, Culverts: Excellent, 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 83500000080623, Location: 2.74 MILES EAST OF LA 120 (Lat: 31.651631, Lng: -93.098200), Route carried "on" structure: State highway 478, Year Built: 2013, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 440 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 230 (year 2036), Design Load: HS 20, Features Intersected: SLATE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.416, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 36 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Excellent, Culverts: Excellent, 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 83500000080624, Location: 1.99 MILES EAST OF LA 120 (Lat: 31.639769, Lng: -93.096150), Route carried "on" structure: State highway 478, Year Built: 2013, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 440 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 230 (year 2036), Design Load: HL 93, Features Intersected: BAYOU GRANDE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.203, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.6 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: 38.2 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83500000080624, Location: 1.99 MILES EAST OF LA 120 (Lat: 31.639769, Lng: -93.096150), Route carried "on" structure: State highway 478, Year Built: 2013, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 440 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 230 (year 2036), Design Load: HL 93, Features Intersected: BAYOU GRANDE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.203, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.6 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: 38.2 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 83500000080625, Location: 1.91 MILES EAST OF LA 120 (Lat: 31.640881, Lng: -93.096350), Route carried "on" structure: State highway 478, Year Built: 2013, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 440 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 230 (year 2036), Design Load: HL 93, Features Intersected: BAYOU GRANDE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.082, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.6 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: 38.2 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83500000080625, Location: 1.91 MILES EAST OF LA 120 (Lat: 31.640881, Lng: -93.096350), Route carried "on" structure: State highway 478, Year Built: 2013, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 440 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 230 (year 2036), Design Load: HL 93, Features Intersected: BAYOU GRANDE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.082, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.6 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: 38.2 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 83500000080629, Location: 6.65 MILES EAST OF LA 120 (Lat: 31.697219, Lng: -93.075500), Route carried "on" structure: State highway 478, Year Built: 2013, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 850 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 93 (year 2036), Design Load: HL 93, Features Intersected: OLD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.692, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 10, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 48.9 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: 37.6 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: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83500000080629, Location: 6.65 MILES EAST OF LA 120 (Lat: 31.697219, Lng: -93.075500), Route carried "on" structure: State highway 478, Year Built: 2013, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 850 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 93 (year 2036), Design Load: HL 93, Features Intersected: OLD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.692, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 10, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 48.9 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: 37.6 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: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8350000008063, Location: 7.54 MILES EAST OF LA 120 (Lat: 31.705639, Lng: -93.063800), Route carried "on" structure: State highway 478, Year Built: 2013, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 850 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 93 (year 2036), Design Load: HL 93, Features Intersected: BAYOU JULIEN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.134, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 37 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 48.9 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: 37.6 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8350000008063, Location: 7.54 MILES EAST OF LA 120 (Lat: 31.705639, Lng: -93.063800), Route carried "on" structure: State highway 478, Year Built: 2013, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 850 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 93 (year 2036), Design Load: HL 93, Features Intersected: BAYOU JULIEN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.134, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 37 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 48.9 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: 37.6 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 83500000080647, Location: 3.65 MI E of LA 117 (Lat: 31.636231, Lng: -93.144481), Route carried "on" structure: State highway 120, Year Built: 2018, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 350 (year 2017), Truck Traffic: 15%, Average Future Daily Traffic: 525 (year 2037), Design Load: HL 93, Features Intersected: Bayou Blue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.842, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Channel: Good, Culverts: Excellent, Operating Rating: 42.8 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: 33.0 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 83500000080647, Location: 3.65 MI E of LA 117 (Lat: 31.636231, Lng: -93.144481), Route carried "on" structure: State highway 120, Year Built: 2018, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 350 (year 2017), Truck Traffic: 15%, Average Future Daily Traffic: 525 (year 2037), Design Load: HL 93, Features Intersected: Bayou Blue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.842, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Channel: Good, Culverts: Excellent, Operating Rating: 42.8 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: 33.0 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 83500340401301, Location: 1.54 MI. WEST OF LA 6 (Lat: 31.672911, Lng: -93.320100), Route carried "on" structure: State highway 6, Year Built: 1967, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 6,500 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 3,888 (year 2036), Design Load: HS 20, Features Intersected: WINN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.008, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 34-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 33 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: 8.6m (28.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.18m (16.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $442,000, Total Project Cost: $663,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 83500340401301, Location: 1.54 MI. WEST OF LA 6 (Lat: 31.672911, Lng: -93.320100), Route carried "on" structure: State highway 6, Year Built: 1967, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 6,500 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 3,888 (year 2036), Design Load: HS 20, Features Intersected: WINN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.008, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 34-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 33 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: 8.6m (28.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.18m (16.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $442,000, Total Project Cost: $663,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 83500340507351, Location: 1.45 MI. EAST OF LA 117 (Lat: 31.714711, Lng: -93.191000), Route carried "on" structure: State highway 6, Year Built: 1964, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 9,600 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 6,768 (year 2036), Design Load: HS 20, Features Intersected: YOUNG BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.751, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 34-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $332,000, Total Project Cost: $498,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83500340507351, Location: 1.45 MI. EAST OF LA 117 (Lat: 31.714711, Lng: -93.191000), Route carried "on" structure: State highway 6, Year Built: 1964, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 9,600 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 6,768 (year 2036), Design Load: HS 20, Features Intersected: YOUNG BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.751, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 34-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $332,000, Total Project Cost: $498,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 83500340512921, Location: 0.11 MI. WEST OF LA 1 (Lat: 31.750381, Lng: -93.111100), Route carried "on" structure: State highway 6, Year Built: 1974, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 8,400 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 6,868 (year 2036), Design Load: HS 20, Features Intersected: YOUNGS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.595, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 34-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83500340512921, Location: 0.11 MI. WEST OF LA 1 (Lat: 31.750381, Lng: -93.111100), Route carried "on" structure: State highway 6, Year Built: 1974, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 8,400 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 6,868 (year 2036), Design Load: HS 20, Features Intersected: YOUNGS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.595, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 34-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 83500340512922, Location: 0.11 MI. WEST OF LA 1 (Lat: 31.750739, Lng: -93.110900), Route carried "on" structure: State highway 6, Year Built: 1974, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 8,400 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 6,868 (year 2036), Design Load: HS 20, Features Intersected: YOUNGS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.431, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 34-05-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83500340512922, Location: 0.11 MI. WEST OF LA 1 (Lat: 31.750739, Lng: -93.110900), Route carried "on" structure: State highway 6, Year Built: 1974, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 8,400 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 6,868 (year 2036), Design Load: HS 20, Features Intersected: YOUNGS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.431, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 34-05-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 83500340604021, Location: 2.3 MI. N OF JCT 3175 (Lat: 31.817500, Lng: -93.085300), Route carried "on" structure: State highway 6, Year Built: 1959, Year Reconstructed: 2011, Status: Open, Structure Length: 57.27m (187.89ft), Average Daily Traffic: 5,000 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 3,960 (year 2036), Design Load: HS 20, Features Intersected: RED RIVER @ GRAND ECORE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.397, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 34-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 61.0m (200.1ft)), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 15, Length of Maximum Span: 114.3m (375.0ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 33.0 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: 25.3 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Underwater Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83500340604021, Location: 2.3 MI. N OF JCT 3175 (Lat: 31.817500, Lng: -93.085300), Route carried "on" structure: State highway 6, Year Built: 1959, Year Reconstructed: 2011, Status: Open, Structure Length: 57.27m (187.89ft), Average Daily Traffic: 5,000 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 3,960 (year 2036), Design Load: HS 20, Features Intersected: RED RIVER @ GRAND ECORE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.397, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 34-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 61.0m (200.1ft)), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 15, Length of Maximum Span: 114.3m (375.0ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 33.0 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: 25.3 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Underwater Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 83500343001111, Location: 1.11 MI. W OF JCT LA 1 (Lat: 31.724469, Lng: -93.090700), Route carried "on" structure: State highway 1, Year Built: 1972, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 4,600 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 3,312 (year 2036), Design Load: HS 20, Features Intersected: BAYOU JULIEN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.925, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 83500343001111, Location: 1.11 MI. W OF JCT LA 1 (Lat: 31.724469, Lng: -93.090700), Route carried "on" structure: State highway 1, Year Built: 1972, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 4,600 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 3,312 (year 2036), Design Load: HS 20, Features Intersected: BAYOU JULIEN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.925, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 83500343002211, Location: 2.21 MI W OF JCT LA 1 (Lat: 31.728239, Lng: -93.108700), Route carried "on" structure: State highway 1, Year Built: 1972, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 12,400 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 9,360 (year 2036), Design Load: HS 20, Features Intersected: OLD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.695, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 12, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 83500343002211, Location: 2.21 MI W OF JCT LA 1 (Lat: 31.728239, Lng: -93.108700), Route carried "on" structure: State highway 1, Year Built: 1972, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 12,400 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 9,360 (year 2036), Design Load: HS 20, Features Intersected: OLD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.695, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 12, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 83500343003161, Location: 3.16 MI W OF JCT LA 1 (Lat: 31.741069, Lng: -93.111400), Route carried "on" structure: State highway 1, Year Built: 1972, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 12,400 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 9,360 (year 2036), Design Load: HS 20, Features Intersected: YOUNGS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.238, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 83500343003161, Location: 3.16 MI W OF JCT LA 1 (Lat: 31.741069, Lng: -93.111400), Route carried "on" structure: State highway 1, Year Built: 1972, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 12,400 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 9,360 (year 2036), Design Load: HS 20, Features Intersected: YOUNGS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.238, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 83500343004651, Location: 0.68 MI. NORTH OF LA 6 (Lat: 31.762131, Lng: -93.108461), Route carried "on" structure: State highway 1, Year Built: 1969, Year Reconstructed: 1989, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 12,400 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 9,360 (year 2036), Design Load: HS 20, Features Intersected: BAYOU JACK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.483, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 34-30-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 83500343004651, Location: 0.68 MI. NORTH OF LA 6 (Lat: 31.762131, Lng: -93.108461), Route carried "on" structure: State highway 1, Year Built: 1969, Year Reconstructed: 1989, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 12,400 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 9,360 (year 2036), Design Load: HS 20, Features Intersected: BAYOU JACK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.483, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 34-30-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 83500343004781, Location: .70 MI N OF JCT LA 6 (Lat: 31.763911, Lng: -93.108600), Route carried "on" structure: State highway 1, Year Built: 1969, Status: Open, Structure Length: 20.18m (66.21ft), Average Daily Traffic: 10,200 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 6,408 (year 2036), Design Load: HS 20, Features Intersected: SIBLEY LAKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.836, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 34-30-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.0 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: May 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 83500343004781, Location: .70 MI N OF JCT LA 6 (Lat: 31.763911, Lng: -93.108600), Route carried "on" structure: State highway 1, Year Built: 1969, Status: Open, Structure Length: 20.18m (66.21ft), Average Daily Traffic: 10,200 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 6,408 (year 2036), Design Load: HS 20, Features Intersected: SIBLEY LAKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.836, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 34-30-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.0 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: May 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 83500343006761, Location: 2.79 MI. NORTH OF LA 6 (Lat: 31.785011, Lng: -93.118139), Route carried "on" structure: State highway 1, Year Built: 1975, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 10,200 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 6,408 (year 2036), Design Load: HS 20, Features Intersected: BAYOU JACK-O
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.879, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 34-30-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Poor, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 83500343006761, Location: 2.79 MI. NORTH OF LA 6 (Lat: 31.785011, Lng: -93.118139), Route carried "on" structure: State highway 1, Year Built: 1975, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 10,200 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 6,408 (year 2036), Design Load: HS 20, Features Intersected: BAYOU JACK-O
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.879, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 34-30-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Poor, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 83500420708591, Location: 1.35 M. E. OF LA 478 (Lat: 31.611319, Lng: -93.074400), Route carried "on" structure: State highway 120, Year Built: 1930, Status: Closed, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 47 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 39 (year 2036), Design Load: H 10, Features Intersected: BAYOU JULIEN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.724, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 30 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Failed, Superstructure: Failed, Substructure: Failed, Channel: Failed, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: April 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $213,000, Total Project Cost: $319,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 83500420708591, Location: 1.35 M. E. OF LA 478 (Lat: 31.611319, Lng: -93.074400), Route carried "on" structure: State highway 120, Year Built: 1930, Status: Closed, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 47 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 39 (year 2036), Design Load: H 10, Features Intersected: BAYOU JULIEN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.724, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 30 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Failed, Superstructure: Failed, Substructure: Failed, Channel: Failed, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: April 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $213,000, Total Project Cost: $319,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 83500530303351, Location: .8 MI. N OF S INT LA490 (Lat: 31.490739, Lng: -92.832300), Route carried "on" structure: State highway 1, Year Built: 1963, Status: Open, Structure Length: 16.83m (55.22ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 720 (year 2036), Design Load: HS 20, Features Intersected: CANE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.554, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 83500530303351, Location: .8 MI. N OF S INT LA490 (Lat: 31.490739, Lng: -92.832300), Route carried "on" structure: State highway 1, Year Built: 1963, Status: Open, Structure Length: 16.83m (55.22ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 720 (year 2036), Design Load: HS 20, Features Intersected: CANE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.554, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 83500530410301, Location: 2.2 MI. N OF N INT LA119 (Lat: 31.706139, Lng: -93.058100), Route carried "on" structure: State highway 1, Year Built: 1936, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 5,300 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 3,744 (year 2036), Design Load: H 15, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.512, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 83500530410301, Location: 2.2 MI. N OF N INT LA119 (Lat: 31.706139, Lng: -93.058100), Route carried "on" structure: State highway 1, Year Built: 1936, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 5,300 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 3,744 (year 2036), Design Load: H 15, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.512, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 83500530411301, Location: 3.2 MI. N OF N INT LA119 (Lat: 31.718889, Lng: -93.066700), Route carried "on" structure: State highway 1, Year Built: 1974, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 2,650 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 2,246 (year 2036), Design Load: HS 20, Features Intersected: BAYOU JULIEN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.147, 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: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83500530411301, Location: 3.2 MI. N OF N INT LA119 (Lat: 31.718889, Lng: -93.066700), Route carried "on" structure: State highway 1, Year Built: 1974, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 2,650 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 2,246 (year 2036), Design Load: HS 20, Features Intersected: BAYOU JULIEN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.147, 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: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 83500530411302, Location: 3.2 MI. N OF N INT LA119 (Lat: 31.719089, Lng: -93.067100), Route carried "on" structure: State highway 1, Year Built: 1974, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 2,650 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 2,246 (year 2036), Design Load: HS 20, Features Intersected: BAYOU JULIEN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.441, 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: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83500530411302, Location: 3.2 MI. N OF N INT LA119 (Lat: 31.719089, Lng: -93.067100), Route carried "on" structure: State highway 1, Year Built: 1974, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 2,650 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 2,246 (year 2036), Design Load: HS 20, Features Intersected: BAYOU JULIEN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.441, 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: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 83500530413041, Location: 0.19 MI. NORTH OF LA 1223 (Lat: 31.739889, Lng: -93.081900), Route carried "on" structure: State highway 1, Year Built: 1936, Status: Open, Structure Length: 11.28m (37.01ft), Average Daily Traffic: 12,900 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 11,952 (year 2036), Design Load: H 15, Features Intersected: CANE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.925, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 12.19m (39.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: March 2018, Bridge Improvement Cost: $1,040,000, Total Project Cost: $1,560,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83500530413041, Location: 0.19 MI. NORTH OF LA 1223 (Lat: 31.739889, Lng: -93.081900), Route carried "on" structure: State highway 1, Year Built: 1936, Status: Open, Structure Length: 11.28m (37.01ft), Average Daily Traffic: 12,900 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 11,952 (year 2036), Design Load: H 15, Features Intersected: CANE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.925, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 12.19m (39.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: March 2018, Bridge Improvement Cost: $1,040,000, Total Project Cost: $1,560,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 83500530414631, Location: .01 MI. S OF INT LA1224 (Lat: 31.760719, Lng: -93.084600), Route carried "on" structure: State highway 1, Year Built: 1936, Status: Posted for load, Structure Length: 13.44m (44.09ft), Average Daily Traffic: 11,300 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 8,064 (year 2036), Design Load: H 15, Features Intersected: CANE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.488, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Serious, Channel: Satisfactory, Operating Rating: 18.1 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: 13.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 14.36m (47.11ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: May 2021, Underwater Inspection Date: March 2018, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $1,224,000, Total Project Cost: $1,836,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83500530414631, Location: .01 MI. S OF INT LA1224 (Lat: 31.760719, Lng: -93.084600), Route carried "on" structure: State highway 1, Year Built: 1936, Status: Posted for load, Structure Length: 13.44m (44.09ft), Average Daily Traffic: 11,300 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 8,064 (year 2036), Design Load: H 15, Features Intersected: CANE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.488, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Serious, Channel: Satisfactory, Operating Rating: 18.1 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: 13.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 14.36m (47.11ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: May 2021, Underwater Inspection Date: March 2018, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $1,224,000, Total Project Cost: $1,836,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 83500530505981, Location: 1.0 MI N OF JCT LA 3191 (Lat: 31.801469, Lng: -93.162700), Route carried "on" structure: State highway 1, Year Built: 1975, Status: Open, Structure Length: 17.68m (58.01ft), Average Daily Traffic: 2,500 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 1,656 (year 2036), Design Load: HS 20, Features Intersected: BAYOU PIERRE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.930, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 53-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 37 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 80.7 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: Somewhat better than minimum adequacy, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83500530505981, Location: 1.0 MI N OF JCT LA 3191 (Lat: 31.801469, Lng: -93.162700), Route carried "on" structure: State highway 1, Year Built: 1975, Status: Open, Structure Length: 17.68m (58.01ft), Average Daily Traffic: 2,500 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 1,656 (year 2036), Design Load: HS 20, Features Intersected: BAYOU PIERRE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.930, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 53-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 37 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 80.7 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: Somewhat better than minimum adequacy, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 83501160400741, Location: 0.83 MILES EAST OF LA 120 (Lat: 31.624239, Lng: -93.096500), Route carried "on" structure: State highway 478, Year Built: 1996, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 440 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 230 (year 2036), Design Load: HS 20, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.345, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83501160400741, Location: 0.83 MILES EAST OF LA 120 (Lat: 31.624239, Lng: -93.096500), Route carried "on" structure: State highway 478, Year Built: 1996, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 440 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 230 (year 2036), Design Load: HS 20, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.345, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 83504550604101, Location: 0.78 MI. SOUTH OF LA 490 (Lat: 31.487569, Lng: -92.852000), Route carried "on" structure: Interstate 49, Year Built: 1984, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 16,600 (year 2016), Truck Traffic: 30%, Average Future Daily Traffic: 11,520 (year 2036), Design Load: HS 20, Features Intersected: NASH LAKE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.647, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 455-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 36 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 83504550604101, Location: 0.78 MI. SOUTH OF LA 490 (Lat: 31.487569, Lng: -92.852000), Route carried "on" structure: Interstate 49, Year Built: 1984, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 16,600 (year 2016), Truck Traffic: 30%, Average Future Daily Traffic: 11,520 (year 2036), Design Load: HS 20, Features Intersected: NASH LAKE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.647, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 455-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 36 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 83504550623811, Location: I-49 OVER LA478 (Lat: 31.665269, Lng: -93.101800), Route carried "on" structure: Interstate 49, Year Built: 1986, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 7,500 (year 2016), Truck Traffic: 30%, Average Future Daily Traffic: 6,264 (year 2036), Design Load: HS 20, Features Intersected: I-49 OVER LA 478
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.381, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 455-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 15 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 27.4m (89.9ft), 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 83504550623811, Location: I-49 OVER LA478 (Lat: 31.665269, Lng: -93.101800), Route carried "on" structure: Interstate 49, Year Built: 1986, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 7,500 (year 2016), Truck Traffic: 30%, Average Future Daily Traffic: 6,264 (year 2036), Design Load: HS 20, Features Intersected: I-49 OVER LA 478
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.381, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 455-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 15 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 27.4m (89.9ft), 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 83504550623812, Location: I-49 OVER LA478 (Lat: 31.665039, Lng: -93.102700), Route carried "on" structure: Interstate 49, Year Built: 1986, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 7,500 (year 2016), Truck Traffic: 30%, Average Future Daily Traffic: 6,264 (year 2036), Design Load: HS 20, Features Intersected: I-49 OVER LA 478
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.201, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 455-06-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 15 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 83504550623812, Location: I-49 OVER LA478 (Lat: 31.665039, Lng: -93.102700), Route carried "on" structure: Interstate 49, Year Built: 1986, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 7,500 (year 2016), Truck Traffic: 30%, Average Future Daily Traffic: 6,264 (year 2036), Design Load: HS 20, Features Intersected: I-49 OVER LA 478
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.201, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 455-06-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 15 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 83504550628001, Location: 1.2 MI. S OF JCT LA 6 (Lat: 31.713150, Lng: -93.145369), Route carried "on" structure: Interstate 49, Year Built: 1985, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 15,700 (year 2016), Truck Traffic: 30%, Average Future Daily Traffic: 10,872 (year 2036), Design Load: HS 20, Features Intersected: LIMEKILN BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.062, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 455-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 15 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 65.2m (213.9ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 83504550628001, Location: 1.2 MI. S OF JCT LA 6 (Lat: 31.713150, Lng: -93.145369), Route carried "on" structure: Interstate 49, Year Built: 1985, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 15,700 (year 2016), Truck Traffic: 30%, Average Future Daily Traffic: 10,872 (year 2036), Design Load: HS 20, Features Intersected: LIMEKILN BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.062, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 455-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 15 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 65.2m (213.9ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 83504550629211, Location: I-49 / LA 6 INTG. (Lat: 31.728311, Lng: -93.156000), Route carried "on" structure: Interstate 49, Year Built: 1987, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 7,850 (year 2016), Truck Traffic: 30%, Average Future Daily Traffic: 6,523 (year 2036), Design Load: HS 20, Features Intersected: LA 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.067, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 455-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 38 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83504550629211, Location: I-49 / LA 6 INTG. (Lat: 31.728311, Lng: -93.156000), Route carried "on" structure: Interstate 49, Year Built: 1987, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 7,850 (year 2016), Truck Traffic: 30%, Average Future Daily Traffic: 6,523 (year 2036), Design Load: HS 20, Features Intersected: LA 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.067, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 455-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 38 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, 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: 83504550629212, Location: I-49/LA 6 INTG. (Lat: 31.728681, Lng: -93.156500), Route carried "on" structure: Interstate 49, Year Built: 1987, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 7,850 (year 2016), Truck Traffic: 30%, Average Future Daily Traffic: 6,523 (year 2036), Design Load: HS 20, Features Intersected: LA 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.479, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 455-06-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 38 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83504550629212, Location: I-49/LA 6 INTG. (Lat: 31.728681, Lng: -93.156500), Route carried "on" structure: Interstate 49, Year Built: 1987, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 7,850 (year 2016), Truck Traffic: 30%, Average Future Daily Traffic: 6,523 (year 2036), Design Load: HS 20, Features Intersected: LA 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.479, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 455-06-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 38 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, 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: 83504550630371, Location: 0.87 MI. NORTH OF LA 6 (Lat: 31.742719, Lng: -93.165600), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 1,510 (year 2015), Average Future Daily Traffic: 1,087 (year 2036), Design Load: HS 20, Features Intersected: I-49, Facility Carried by Structure: EIGHT MILE LP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.918, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 455-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 36 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83504550630371, Location: 0.87 MI. NORTH OF LA 6 (Lat: 31.742719, Lng: -93.165600), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 1,510 (year 2015), Average Future Daily Traffic: 1,087 (year 2036), Design Load: HS 20, Features Intersected: I-49, Facility Carried by Structure: EIGHT MILE LP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.918, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 455-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 36 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, 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: 83504550630601, Location: 1.1 MI. NORTH OF LA 6 (Lat: 31.745550, Lng: -93.168000), Route carried "on" structure: Interstate 49, Year Built: 1986, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 7,850 (year 2016), Truck Traffic: 30%, Average Future Daily Traffic: 6,523 (year 2036), Design Load: HS 20, Features Intersected: YOUNGS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.293, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 455-06-1, Subroute: 10), 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: 7, 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: Good, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83504550630601, Location: 1.1 MI. NORTH OF LA 6 (Lat: 31.745550, Lng: -93.168000), Route carried "on" structure: Interstate 49, Year Built: 1986, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 7,850 (year 2016), Truck Traffic: 30%, Average Future Daily Traffic: 6,523 (year 2036), Design Load: HS 20, Features Intersected: YOUNGS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.293, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 455-06-1, Subroute: 10), 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: 7, 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: Good, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, 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: 83504550630602, Location: 1.1 MI. NORTH OF LA 6 (Lat: 31.745761, Lng: -93.168500), Route carried "on" structure: Interstate 49, Year Built: 1986, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 7,850 (year 2016), Truck Traffic: 30%, Average Future Daily Traffic: 6,523 (year 2036), Design Load: HS 20, Features Intersected: YOUNGS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.274, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 455-06-2, Subroute: 10), 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: 7, 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: Good, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83504550630602, Location: 1.1 MI. NORTH OF LA 6 (Lat: 31.745761, Lng: -93.168500), Route carried "on" structure: Interstate 49, Year Built: 1986, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 7,850 (year 2016), Truck Traffic: 30%, Average Future Daily Traffic: 6,523 (year 2036), Design Load: HS 20, Features Intersected: YOUNGS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.274, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 455-06-2, Subroute: 10), 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: 7, 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: Good, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, 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: 83504550630981, Location: 1.48 MI. NORTH OF LA 6 (Lat: 31.750269, Lng: -93.171300), Route carried "on" structure: Interstate 49, Year Built: 1987, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 7,950 (year 2016), Truck Traffic: 30%, Average Future Daily Traffic: 6,609 (year 2036), Design Load: HS 20, Features Intersected: LOST BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.903, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 455-06-1, Subroute: 10), 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: Very good, Channel: Good, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83504550630981, Location: 1.48 MI. NORTH OF LA 6 (Lat: 31.750269, Lng: -93.171300), Route carried "on" structure: Interstate 49, Year Built: 1987, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 7,950 (year 2016), Truck Traffic: 30%, Average Future Daily Traffic: 6,609 (year 2036), Design Load: HS 20, Features Intersected: LOST BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.903, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 455-06-1, Subroute: 10), 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: Very good, Channel: Good, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, 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: 83504550630982, Location: 1.48 MI. NORTH OF LA 6 (Lat: 31.750439, Lng: -93.171700), Route carried "on" structure: Interstate 49, Year Built: 1987, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 7,950 (year 2016), Truck Traffic: 30%, Average Future Daily Traffic: 6,609 (year 2036), Design Load: HS 20, Features Intersected: LOST BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.670, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 455-06-2, Subroute: 10), 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: Good, Channel: Good, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83504550630982, Location: 1.48 MI. NORTH OF LA 6 (Lat: 31.750439, Lng: -93.171700), Route carried "on" structure: Interstate 49, Year Built: 1987, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 7,950 (year 2016), Truck Traffic: 30%, Average Future Daily Traffic: 6,609 (year 2036), Design Load: HS 20, Features Intersected: LOST BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.670, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 455-06-2, Subroute: 10), 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: Good, Channel: Good, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, 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: 83504550631161, Location: 1.66 MI. NORTH OF LA 6 (Lat: 31.752469, Lng: -93.172800), Route carried "on" structure: Interstate 49, Year Built: 1986, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 7,950 (year 2016), Truck Traffic: 30%, Average Future Daily Traffic: 6,609 (year 2036), Design Load: HS 20, Features Intersected: GUMROOT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.186, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 455-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 36 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83504550631161, Location: 1.66 MI. NORTH OF LA 6 (Lat: 31.752469, Lng: -93.172800), Route carried "on" structure: Interstate 49, Year Built: 1986, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 7,950 (year 2016), Truck Traffic: 30%, Average Future Daily Traffic: 6,609 (year 2036), Design Load: HS 20, Features Intersected: GUMROOT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.186, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 455-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 36 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, 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: 83504550631162, Location: 1.66 MI. NORTH OF LA 6 (Lat: 31.752761, Lng: -93.173400), Route carried "on" structure: Interstate 49, Year Built: 1986, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 7,950 (year 2016), Truck Traffic: 30%, Average Future Daily Traffic: 6,609 (year 2036), Design Load: HS 20, Features Intersected: GUMROOT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.369, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 455-06-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 36 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83504550631162, Location: 1.66 MI. NORTH OF LA 6 (Lat: 31.752761, Lng: -93.173400), Route carried "on" structure: Interstate 49, Year Built: 1986, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 7,950 (year 2016), Truck Traffic: 30%, Average Future Daily Traffic: 6,609 (year 2036), Design Load: HS 20, Features Intersected: GUMROOT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.369, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 455-06-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 36 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete