Bridge Statistics for Rosedale, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 4,373ft / 1,333mTotal length
- $1,901,000Total costs
- 152,300Total average daily traffic
- 38,650Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Rosedale
- No street view available for this location
- New bridges - historical statistics
- 51950-1959
- 31960-1969
- 81970-1979
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 46.7%Good
- 46.7%Satisfactory
- 6.7%Fair
- Bridge Condition - Superstructure
- 46.7%Good
- 33.3%Satisfactory
- 20.0%Fair
- Bridge Condition - Substructure
- 33.3%Good
- 53.3%Satisfactory
- 6.7%Fair
- 6.7%Poor
- Bridge Condition - Channel
- 22.2%Very good
- 38.9%Good
- 33.3%Satisfactory
- 5.6%Fair
- Bridge Condition - Culverts
- 33.3%Good
- 66.7%Satisfactory
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Structure Number: 612402280400011, Location: LA0076 (Lat: 30.415911, Lng: -91.503269), Route carried "on" structure: State highway 76, Year Built: 1962, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 520 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 410 (year 2036), Design Load: HS 20, Features Intersected: BAYOU MARINGOUIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.024, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 612402280400011, Location: LA0076 (Lat: 30.415911, Lng: -91.503269), Route carried "on" structure: State highway 76, Year Built: 1962, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 520 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 410 (year 2036), Design Load: HS 20, Features Intersected: BAYOU MARINGOUIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.024, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 612402280500021, Location: LA0076 (Lat: 30.442039, Lng: -91.452411), Route carried "on" structure: State highway 76, Year Built: 1973, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 1,720 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 1,314 (year 2036), Design Load: HS 20, Features Intersected: BAYOU GROSSE TETE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.029, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.1 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.55m (21.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $559,000, Total Project Cost: $838,000 ( Estimate for 2016), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 612402280500021, Location: LA0076 (Lat: 30.442039, Lng: -91.452411), Route carried "on" structure: State highway 76, Year Built: 1973, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 1,720 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 1,314 (year 2036), Design Load: HS 20, Features Intersected: BAYOU GROSSE TETE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.029, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.1 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.55m (21.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $559,000, Total Project Cost: $838,000 ( Estimate for 2016), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 612402280500511, Location: 0.44 M NE of LA 76&LA 411 (Lat: 30.446450, Lng: -91.445939), Route carried "on" structure: State highway 76, Year Built: 1952, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,720 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 1,314 (year 2036), Design Load: H 15, Features Intersected: W-8 MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.814, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Fair, 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, 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: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 612402280500511, Location: 0.44 M NE of LA 76&LA 411 (Lat: 30.446450, Lng: -91.445939), Route carried "on" structure: State highway 76, Year Built: 1952, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,720 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 1,314 (year 2036), Design Load: H 15, Features Intersected: W-8 MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.814, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Fair, 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, 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: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 612402280500961, Location: 0.9 M NE of LA 76&LA 411 (Lat: 30.450050, Lng: -91.439611), Route carried "on" structure: State highway 76, Year Built: 1952, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 1,720 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 1,314 (year 2036), Design Load: H 15, Features Intersected: STREAM NO NAME
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.545, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Very good, Operating Rating: 24.9 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: 19.1 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.02m (9.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: October 2020, Bridge Improvement Cost: $257,000, Total Project Cost: $385,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 612402280500961, Location: 0.9 M NE of LA 76&LA 411 (Lat: 30.450050, Lng: -91.439611), Route carried "on" structure: State highway 76, Year Built: 1952, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 1,720 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 1,314 (year 2036), Design Load: H 15, Features Intersected: STREAM NO NAME
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.545, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Very good, Operating Rating: 24.9 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: 19.1 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.02m (9.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: October 2020, Bridge Improvement Cost: $257,000, Total Project Cost: $385,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 612402280501271, Location: 1.2 M NE of LA 76&LA 411 (Lat: 30.452319, Lng: -91.435400), Route carried "on" structure: State highway 76, Year Built: 1952, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,720 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 1,314 (year 2036), Design Load: H 15, Features Intersected: NO NAME
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.017, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Satisfactory, 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, 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
Structure Number: 612402280501271, Location: 1.2 M NE of LA 76&LA 411 (Lat: 30.452319, Lng: -91.435400), Route carried "on" structure: State highway 76, Year Built: 1952, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,720 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 1,314 (year 2036), Design Load: H 15, Features Intersected: NO NAME
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.017, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Satisfactory, 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, 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
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Structure Number: 612404500700652, Location: 0.2 M W OF I-10&LA3000 (Lat: 30.400931, Lng: -91.507181), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 1280.04m (4199.61ft), Average Daily Traffic: 21,450 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 19,288 (year 2036), Design Load: HS 20, Features Intersected: EAST FLOODWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.941, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 450-07-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 34.7m (113.8ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 595, Number Of Approach Spans: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.5 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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: August 2021, Underwater Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 612404500700652, Location: 0.2 M W OF I-10&LA3000 (Lat: 30.400931, Lng: -91.507181), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 1280.04m (4199.61ft), Average Daily Traffic: 21,450 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 19,288 (year 2036), Design Load: HS 20, Features Intersected: EAST FLOODWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.941, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 450-07-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 34.7m (113.8ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 595, Number Of Approach Spans: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.5 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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: August 2021, Underwater Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 612404500710251, Location: I0010 (Lat: 30.408269, Lng: -91.478781), Route carried "on" structure: Interstate 10, Year Built: 1971, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 23,850 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 21,386 (year 2036), Design Load: HS 20, Features Intersected: TRINITY DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.718, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 450-07-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 612404500710251, Location: I0010 (Lat: 30.408269, Lng: -91.478781), Route carried "on" structure: Interstate 10, Year Built: 1971, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 23,850 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 21,386 (year 2036), Design Load: HS 20, Features Intersected: TRINITY DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.718, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 450-07-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 612404500710252, Location: I0010 (Lat: 30.408519, Lng: -91.478839), Route carried "on" structure: Interstate 10, Year Built: 1971, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 23,850 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 21,386 (year 2036), Design Load: HS 20, Features Intersected: TRINITY DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.042, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 450-07-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 612404500710252, Location: I0010 (Lat: 30.408519, Lng: -91.478839), Route carried "on" structure: Interstate 10, Year Built: 1971, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 23,850 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 21,386 (year 2036), Design Load: HS 20, Features Intersected: TRINITY DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.042, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 450-07-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 612404500714231, Location: 1.3 M E of LA 77 (Lat: 30.424900, Lng: -91.411639), Route carried "on" structure: Interstate 10, Year Built: 1974, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 31,450 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 31,920 (year 2036), Design Load: HS 20, Features Intersected: BRIDGE 250 EBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.432, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 450-07-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 612404500714231, Location: 1.3 M E of LA 77 (Lat: 30.424900, Lng: -91.411639), Route carried "on" structure: Interstate 10, Year Built: 1974, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 31,450 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 31,920 (year 2036), Design Load: HS 20, Features Intersected: BRIDGE 250 EBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.432, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 450-07-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 612404500714232, Location: 1.3 M E of LA 77 (Lat: 30.425500, Lng: -91.411889), Route carried "on" structure: Interstate 10, Year Built: 1974, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 31,450 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 31,920 (year 2036), Design Load: HS 20, Features Intersected: BR 250 WESTBOUND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.328, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 450-07-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 612404500714232, Location: 1.3 M E of LA 77 (Lat: 30.425500, Lng: -91.411889), Route carried "on" structure: Interstate 10, Year Built: 1974, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 31,450 (year 2016), Truck Traffic: 28%, Average Future Daily Traffic: 31,920 (year 2036), Design Load: HS 20, Features Intersected: BR 250 WESTBOUND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.328, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 450-07-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 612404500714233, Location: 1.4 M E of LA 77 (Lat: 30.424611, Lng: -91.411531), Route carried "on" structure: ServiceInterstate 10, Year Built: 1974, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 6,290 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 5,320 (year 2036), Design Load: HS 20, Features Intersected: BRIDGE 251 FR.RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.243, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 31.8 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: 24.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $452,000, Total Project Cost: $678,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 612404500714233, Location: 1.4 M E of LA 77 (Lat: 30.424611, Lng: -91.411531), Route carried "on" structure: ServiceInterstate 10, Year Built: 1974, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 6,290 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 5,320 (year 2036), Design Load: HS 20, Features Intersected: BRIDGE 251 FR.RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.243, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 31.8 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: 24.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $452,000, Total Project Cost: $678,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 612408241203521, Location: LA0076 (Lat: 30.442461, Lng: -91.518269), Route carried "on" structure: State highway 76, Year Built: 1964, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 550 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 433 (year 2036), Design Load: HS 20, Features Intersected: LOWER MARINGOUIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.634, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 612408241203521, Location: LA0076 (Lat: 30.442461, Lng: -91.518269), Route carried "on" structure: State highway 76, Year Built: 1964, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 550 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 433 (year 2036), Design Load: HS 20, Features Intersected: LOWER MARINGOUIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.634, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 612408241300921, Location: LA3000 (Lat: 30.403989, Lng: -91.506939), Route carried "on" structure: State highway 3000, Year Built: 1957, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 600 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 463 (year 2036), Design Load: H 15, Features Intersected: RAMAH CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.698, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 612408241300921, Location: LA3000 (Lat: 30.403989, Lng: -91.506939), Route carried "on" structure: State highway 3000, Year Built: 1957, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 600 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 463 (year 2036), Design Load: H 15, Features Intersected: RAMAH CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.698, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 612430251913061, Location: JUNCTION LA 76 (Lat: 30.425639, Lng: -91.511600), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 55 (year 2039), Design Load: HS 20, Features Intersected: BAYOU MARINGOUIN, Facility Carried by Structure: Hurdle Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 34.7 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: 26.9 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: Equal to 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: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 612430251913061, Location: JUNCTION LA 76 (Lat: 30.425639, Lng: -91.511600), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 55 (year 2039), Design Load: HS 20, Features Intersected: BAYOU MARINGOUIN, Facility Carried by Structure: Hurdle Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 34.7 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: 26.9 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: Equal to 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: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 612430259912851, Location: 2.8 MI.NW GROSS TETE (Lat: 30.433139, Lng: -91.474531), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 110 (year 2019), Average Future Daily Traffic: 121 (year 2039), Design Load: HS 20, Features Intersected: DRAINAGE BAYOU, Facility Carried by Structure: Centerville Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 20.7 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: 15.9 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 612430259912851, Location: 2.8 MI.NW GROSS TETE (Lat: 30.433139, Lng: -91.474531), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 110 (year 2019), Average Future Daily Traffic: 121 (year 2039), Design Load: HS 20, Features Intersected: DRAINAGE BAYOU, Facility Carried by Structure: Centerville Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 20.7 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: 15.9 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 612430263913111, Location: 0.9M SOUTH OF RAMAH (Lat: 30.439781, Lng: -91.519200), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 130 (year 2019), Average Future Daily Traffic: 143 (year 2039), Design Load: HS 20, Features Intersected: BAYOU MARINGOUIN, Facility Carried by Structure: W Oak Ln
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: December 2020, Deck Structure Type: Wood or Timber
Structure Number: 612430263913111, Location: 0.9M SOUTH OF RAMAH (Lat: 30.439781, Lng: -91.519200), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 130 (year 2019), Average Future Daily Traffic: 143 (year 2039), Design Load: HS 20, Features Intersected: BAYOU MARINGOUIN, Facility Carried by Structure: W Oak Ln
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: December 2020, Deck Structure Type: Wood or Timber
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Structure Number: 612430279912961, Location: 0.01 MI. W OF LA 411 (Lat: 30.465369, Lng: -91.494539), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 960 (year 2019), Average Future Daily Traffic: 1,056 (year 2039), Design Load: HS 20, Features Intersected: BAYOU GROSSE TETE, Facility Carried by Structure: BY GROSSE TETE XNG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 26.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.1 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Open Grating
Structure Number: 612430279912961, Location: 0.01 MI. W OF LA 411 (Lat: 30.465369, Lng: -91.494539), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 960 (year 2019), Average Future Daily Traffic: 1,056 (year 2039), Design Load: HS 20, Features Intersected: BAYOU GROSSE TETE, Facility Carried by Structure: BY GROSSE TETE XNG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 26.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.1 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Open Grating
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Structure Number: 616102280601261, Location: 1.9 M W of LA 413@LA 76 (Lat: 30.463861, Lng: -91.413981), Route carried "on" structure: State highway 76, Year Built: 1952, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,720 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 1,038 (year 2036), Design Load: H 15, Features Intersected: STREAM NO NAME
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.224, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.6m (38.1ft)
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, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 616102280601261, Location: 1.9 M W of LA 413@LA 76 (Lat: 30.463861, Lng: -91.413981), Route carried "on" structure: State highway 76, Year Built: 1952, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,720 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 1,038 (year 2036), Design Load: H 15, Features Intersected: STREAM NO NAME
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.224, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.6m (38.1ft)
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, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 612404500700651, Location: LA 3000 N. UNDER I-10 E. (Lat: 30.400281, Lng: -91.507911), Route carried "under" structure: State highway 3000, Structure Length: 0. m, Average Daily Traffic: 610 (year 2014), Features Intersected: LA 3000 UNDER I-10 E.
Minimum Vertical Clearance: 5.40m (17.72ft), Kilometerpoint: 0.274, Lanes on structure: 1, Length of Maximum Span: 0.0m
Structure Number: 612404500700651, Location: LA 3000 N. UNDER I-10 E. (Lat: 30.400281, Lng: -91.507911), Route carried "under" structure: State highway 3000, Structure Length: 0. m, Average Daily Traffic: 610 (year 2014), Features Intersected: LA 3000 UNDER I-10 E.
Minimum Vertical Clearance: 5.40m (17.72ft), Kilometerpoint: 0.274, Lanes on structure: 1, Length of Maximum Span: 0.0m
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Structure Number: 612404500700651, Location: LA 3000 S. UNDER I-10 E. (Lat: 30.400339, Lng: -91.508119), Route carried "under" structure: State highway 3000, Structure Length: 0. m, Average Daily Traffic: 610 (year 2014), Features Intersected: LA 3000 UNDER I-10E
Minimum Vertical Clearance: 5.70m (18.70ft), Kilometerpoint: 1.905, Lanes on structure: 1, Length of Maximum Span: 0.0m
Structure Number: 612404500700651, Location: LA 3000 S. UNDER I-10 E. (Lat: 30.400339, Lng: -91.508119), Route carried "under" structure: State highway 3000, Structure Length: 0. m, Average Daily Traffic: 610 (year 2014), Features Intersected: LA 3000 UNDER I-10E
Minimum Vertical Clearance: 5.70m (18.70ft), Kilometerpoint: 1.905, Lanes on structure: 1, Length of Maximum Span: 0.0m
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Structure Number: 612404500700652, Location: 1.2 MI S OF LA 67 (Lat: 30.400661, Lng: -91.507911), Route carried "under" structure: State highway 3000, Structure Length: 0. m, Average Daily Traffic: 610 (year 2014), Features Intersected: LA 3000 NB UNDER I-10 WB
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.317, Lanes on structure: 2, Lanes under structure: 1, Length of Maximum Span: 0.0m
Structure Number: 612404500700652, Location: 1.2 MI S OF LA 67 (Lat: 30.400661, Lng: -91.507911), Route carried "under" structure: State highway 3000, Structure Length: 0. m, Average Daily Traffic: 610 (year 2014), Features Intersected: LA 3000 NB UNDER I-10 WB
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.317, Lanes on structure: 2, Lanes under structure: 1, Length of Maximum Span: 0.0m
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Structure Number: 612404500700652, Location: 1.2 MI S OF LA 76 (Lat: 30.400781, Lng: -91.508119), Route carried "under" structure: State highway 3000, Structure Length: 0. m, Average Daily Traffic: 610 (year 2014), Features Intersected: LA 3000 SB UNDER I-10 WB
Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 1.856, Lanes on structure: 2, Lanes under structure: 1, Length of Maximum Span: 0.0m
Structure Number: 612404500700652, Location: 1.2 MI S OF LA 76 (Lat: 30.400781, Lng: -91.508119), Route carried "under" structure: State highway 3000, Structure Length: 0. m, Average Daily Traffic: 610 (year 2014), Features Intersected: LA 3000 SB UNDER I-10 WB
Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 1.856, Lanes on structure: 2, Lanes under structure: 1, Length of Maximum Span: 0.0m