Bridge Statistics for Thibodaux, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 413ft / 126mTotal length
- $11,845,000Total costs
- 112,150Total average daily traffic
- 11,391Total average daily truck traffic
- 154,935Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Thibodaux
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 81960-1969
- 11970-1979
- 31980-1989
- 21990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 47.1%Good
- 17.6%Satisfactory
- 23.5%Fair
- 11.8%Poor
- Bridge Condition - Superstructure
- 47.1%Good
- 17.6%Satisfactory
- 23.5%Fair
- 11.8%Poor
- Bridge Condition - Substructure
- 17.6%Good
- 52.9%Satisfactory
- 17.6%Fair
- 5.9%Poor
- 5.9%Serious
- Bridge Condition - Channel
- 5.9%Excellent
- 11.8%Very good
- 58.8%Good
- 23.5%Satisfactory
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Structure Number: 22900000020526, Location: 0.1 MI. E. OF LA 1 (Lat: 29.797811, Lng: -90.834489), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 8,800 (year 2016), Average Future Daily Traffic: 13,200 (year 2036), Design Load: HS 20, Features Intersected: BAYOU LAFOURCHE, Facility Carried by Structure: Tiger Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 55.7 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: 43.1 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior 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: 22900000020526, Location: 0.1 MI. E. OF LA 1 (Lat: 29.797811, Lng: -90.834489), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 8,800 (year 2016), Average Future Daily Traffic: 13,200 (year 2036), Design Load: HS 20, Features Intersected: BAYOU LAFOURCHE, Facility Carried by Structure: Tiger Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 55.7 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: 43.1 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior 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: 22900640503281, Location: .05 MI NORTH OF LA 24 (Lat: 29.568150, Lng: -90.382461), Route carried "on" structure: State highway 1, Year Built: 1961, Status: Open, Structure Length: 62.03m (203.51ft), Average Daily Traffic: 7,800 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 12,150 (year 2036), Design Load: HS 20, Features Intersected: INTRACOASTAL CANL
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 4.670, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 64-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Navigation Control: Yes ( Vertical Clearance: 21.9m (71.9ft), Horizontal Clearance: 38.4m (126.0ft)), Material/Design: Steel, Design/Construction: Movable - Lift, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 52, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 22.0 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: 21.4 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 62.03m (203.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Underwater Inspection Date: July 2019, Bridge Improvement Cost: $5,291,000, Total Project Cost: $7,936,000 ( Estimate for 2016), Deck Structure Type: Open Grating
Structure Number: 22900640503281, Location: .05 MI NORTH OF LA 24 (Lat: 29.568150, Lng: -90.382461), Route carried "on" structure: State highway 1, Year Built: 1961, Status: Open, Structure Length: 62.03m (203.51ft), Average Daily Traffic: 7,800 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 12,150 (year 2036), Design Load: HS 20, Features Intersected: INTRACOASTAL CANL
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 4.670, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 64-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Navigation Control: Yes ( Vertical Clearance: 21.9m (71.9ft), Horizontal Clearance: 38.4m (126.0ft)), Material/Design: Steel, Design/Construction: Movable - Lift, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 52, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 22.0 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: 21.4 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 62.03m (203.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Underwater Inspection Date: July 2019, Bridge Improvement Cost: $5,291,000, Total Project Cost: $7,936,000 ( Estimate for 2016), Deck Structure Type: Open Grating
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Structure Number: 22900650600001, Location: .01 MI WEST OF LA 308 (Lat: 29.797719, Lng: -90.822389), Route carried "on" structure: State highway 20, Year Built: 1967, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 8,400 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 13,050 (year 2036), Design Load: HS 20, Features Intersected: BAYOU LAFOURCHE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.382, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 65-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 20.1m (65.9ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.86m (25.79ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2020, Underwater Inspection Date: May 2019, Bridge Improvement Cost: $670,000, Total Project Cost: $1,005,000 ( Estimate for 2016), Deck Structure Type: Open Grating
Structure Number: 22900650600001, Location: .01 MI WEST OF LA 308 (Lat: 29.797719, Lng: -90.822389), Route carried "on" structure: State highway 20, Year Built: 1967, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 8,400 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 13,050 (year 2036), Design Load: HS 20, Features Intersected: BAYOU LAFOURCHE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.382, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 65-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 20.1m (65.9ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.86m (25.79ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2020, Underwater Inspection Date: May 2019, Bridge Improvement Cost: $670,000, Total Project Cost: $1,005,000 ( Estimate for 2016), Deck Structure Type: Open Grating
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Structure Number: 22908290405721, Location: 5.72 MI NORTH OF LA 308 (Lat: 29.872981, Lng: -90.824300), Route carried "on" structure: State highway 304, Year Built: 1980, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,340 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 2,010 (year 2036), Design Load: HS 20, Features Intersected: BAYOU L'ONION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.207, 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: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 67.1 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 22908290405721, Location: 5.72 MI NORTH OF LA 308 (Lat: 29.872981, Lng: -90.824300), Route carried "on" structure: State highway 304, Year Built: 1980, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,340 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 2,010 (year 2036), Design Load: HS 20, Features Intersected: BAYOU L'ONION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.207, 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: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 67.1 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 22908292500001, Location: 0.01M WEST OF LA 308 (Lat: 29.802900, Lng: -90.848700), Route carried "on" structure: State highway 3185, Year Built: 1991, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 11,300 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 16,800 (year 2036), Design Load: HS 20, Features Intersected: BAYOU LAFOURCHE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.024, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 66.2 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: 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: June 2020, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 22908292500001, Location: 0.01M WEST OF LA 308 (Lat: 29.802900, Lng: -90.848700), Route carried "on" structure: State highway 3185, Year Built: 1991, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 11,300 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 16,800 (year 2036), Design Load: HS 20, Features Intersected: BAYOU LAFOURCHE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.024, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 66.2 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: 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: June 2020, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 22908292502501, Location: 1.0 MI WEST OF LA 3107 (Lat: 29.771250, Lng: -90.860061), Route carried "on" structure: State highway 3185, Year Built: 1969, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 11,300 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 16,800 (year 2036), Design Load: HS 20, Features Intersected: DRAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.094, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 23.3 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: 17.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $153,000, Roadway Improvement Cost: $15,000, Total Project Cost: $229,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22908292502501, Location: 1.0 MI WEST OF LA 3107 (Lat: 29.771250, Lng: -90.860061), Route carried "on" structure: State highway 3185, Year Built: 1969, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 11,300 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 16,800 (year 2036), Design Load: HS 20, Features Intersected: DRAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.094, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 23.3 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: 17.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $153,000, Roadway Improvement Cost: $15,000, Total Project Cost: $229,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22908292503201, Location: 1.7 MI WEST OF LA 3107 (Lat: 29.767619, Lng: -90.849769), Route carried "on" structure: State highway 3185, Year Built: 1969, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 11,300 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 16,800 (year 2036), Design Load: HS 20, Features Intersected: DRAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.168, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 23.0 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: 17.5 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $153,000, Roadway Improvement Cost: $15,000, Total Project Cost: $229,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22908292503201, Location: 1.7 MI WEST OF LA 3107 (Lat: 29.767619, Lng: -90.849769), Route carried "on" structure: State highway 3185, Year Built: 1969, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 11,300 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 16,800 (year 2036), Design Load: HS 20, Features Intersected: DRAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.168, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 23.0 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: 17.5 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $153,000, Roadway Improvement Cost: $15,000, Total Project Cost: $229,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22908292503551, Location: 2.0 MI WEST OF LA 3107 (Lat: 29.765639, Lng: -90.844161), Route carried "on" structure: State highway 3185, Year Built: 1969, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 11,300 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 16,800 (year 2036), Design Load: HS 20, Features Intersected: DRAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.753, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 23.0 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: 17.5 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $208,000, Roadway Improvement Cost: $20,000, Total Project Cost: $312,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22908292503551, Location: 2.0 MI WEST OF LA 3107 (Lat: 29.765639, Lng: -90.844161), Route carried "on" structure: State highway 3185, Year Built: 1969, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 11,300 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 16,800 (year 2036), Design Load: HS 20, Features Intersected: DRAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.753, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 23.0 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: 17.5 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $208,000, Roadway Improvement Cost: $20,000, Total Project Cost: $312,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22908292900621, Location: .62 MI EAST OF LA 648 (Lat: 29.778739, Lng: -90.798600), Route carried "on" structure: State highway 648, Year Built: 1959, Status: Posted for load, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 9,100 (year 2015), Truck Traffic: 18%, Average Future Daily Traffic: 13,650 (year 2036), Design Load: H 15, Features Intersected: DRAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.562, 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: 8.7m (28.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 18.8 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: 13.3 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: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 3.17m (10.40ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2020, Other Special Inspection Date: January 2021, Bridge Improvement Cost: $270,000, Total Project Cost: $405,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22908292900621, Location: .62 MI EAST OF LA 648 (Lat: 29.778739, Lng: -90.798600), Route carried "on" structure: State highway 648, Year Built: 1959, Status: Posted for load, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 9,100 (year 2015), Truck Traffic: 18%, Average Future Daily Traffic: 13,650 (year 2036), Design Load: H 15, Features Intersected: DRAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.562, 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: 8.7m (28.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 18.8 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: 13.3 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: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 3.17m (10.40ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2020, Other Special Inspection Date: January 2021, Bridge Improvement Cost: $270,000, Total Project Cost: $405,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22908292901601, Location: 0.01 M WEST OF LA 308 (Lat: 29.790019, Lng: -90.789200), Route carried "on" structure: State highway 648, Year Built: 1991, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 9,500 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 13,650 (year 2036), Design Load: HS 20, Features Intersected: BAYOU LAFOURCHE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.110, 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: 10, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.1 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22908292901601, Location: 0.01 M WEST OF LA 308 (Lat: 29.790019, Lng: -90.789200), Route carried "on" structure: State highway 648, Year Built: 1991, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 9,500 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 13,650 (year 2036), Design Load: HS 20, Features Intersected: BAYOU LAFOURCHE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.110, 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: 10, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.1 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22929232901501, Location: 0.5M WEST OF LA 1 (Lat: 29.396600, Lng: -90.277811), Route carried "on" structure: County highway , Year Built: 1981, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 500 (year 1989), Average Future Daily Traffic: 750 (year 2036), Design Load: HS 20, Features Intersected: CANAL, Facility Carried by Structure: Oak Ridge Park Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 8.4m (27.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 14.9 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: 11.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2020, Bridge Improvement Cost: $183,000, Total Project Cost: $274,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels
Structure Number: 22929232901501, Location: 0.5M WEST OF LA 1 (Lat: 29.396600, Lng: -90.277811), Route carried "on" structure: County highway , Year Built: 1981, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 500 (year 1989), Average Future Daily Traffic: 750 (year 2036), Design Load: HS 20, Features Intersected: CANAL, Facility Carried by Structure: Oak Ridge Park Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 8.4m (27.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 14.9 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: 11.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2020, Bridge Improvement Cost: $183,000, Total Project Cost: $274,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels
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Structure Number: 22929266904841, Location: 0065 LOG MI FROM INT (Lat: 29.786219, Lng: -90.800739), Route carried "on" structure: County highway , Year Built: 1972, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 300 (year 1978), Average Future Daily Traffic: 450 (year 2036), Design Load: HS 20, Features Intersected: COULEE, Facility Carried by Structure: Bowie Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 37.6 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: 28.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: June 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 22929266904841, Location: 0065 LOG MI FROM INT (Lat: 29.786219, Lng: -90.800739), Route carried "on" structure: County highway , Year Built: 1972, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 300 (year 1978), Average Future Daily Traffic: 450 (year 2036), Design Load: HS 20, Features Intersected: COULEE, Facility Carried by Structure: Bowie Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 37.6 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: 28.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: June 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 22929403904231, Location: 0.6 MI N. OF LA 316 (Lat: 29.673539, Lng: -90.705361), Route carried "on" structure: County highway , Year Built: 1968, Status: Posted for load, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 50 (year 1978), Average Future Daily Traffic: 75 (year 2036), Design Load: HS 20, Features Intersected: HOLLYWOOD CANAL, Facility Carried by Structure: MARY BETH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Serious, Channel: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum 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: 2.93m (9.61ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2020, Bridge Improvement Cost: $174,000, Total Project Cost: $261,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22929403904231, Location: 0.6 MI N. OF LA 316 (Lat: 29.673539, Lng: -90.705361), Route carried "on" structure: County highway , Year Built: 1968, Status: Posted for load, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 50 (year 1978), Average Future Daily Traffic: 75 (year 2036), Design Load: HS 20, Features Intersected: HOLLYWOOD CANAL, Facility Carried by Structure: MARY BETH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Serious, Channel: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum 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: 2.93m (9.61ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2020, Bridge Improvement Cost: $174,000, Total Project Cost: $261,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22929478904821, Location: 00.01 LOG MI. FROM LA 308 (Lat: 29.796669, Lng: -90.803300), Route carried "on" structure: County highway , Year Built: 1986, Status: Posted for load, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 5,500 (year 1985), Average Future Daily Traffic: 8,250 (year 2036), Design Load: HS 20, Features Intersected: LAFOURCHE BAYOU, Facility Carried by Structure: Audubon Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Navigation Control: Yes ( Vertical Clearance: 3.4m (11.2ft), Horizontal Clearance: 29.0m (95.1ft)), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 12, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.0 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: 35.6 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 minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22929478904821, Location: 00.01 LOG MI. FROM LA 308 (Lat: 29.796669, Lng: -90.803300), Route carried "on" structure: County highway , Year Built: 1986, Status: Posted for load, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 5,500 (year 1985), Average Future Daily Traffic: 8,250 (year 2036), Design Load: HS 20, Features Intersected: LAFOURCHE BAYOU, Facility Carried by Structure: Audubon Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Navigation Control: Yes ( Vertical Clearance: 3.4m (11.2ft), Horizontal Clearance: 29.0m (95.1ft)), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 12, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.0 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: 35.6 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 minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22929479904911, Location: 1 0003 LOG MI FROM I (Lat: 29.799611, Lng: -90.817969), Route carried "on" structure: County highway , Year Built: 1966, Status: Posted for load, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 8,324 (year 2016), Truck Traffic: 12%, Design Load: HS 20, Features Intersected: LAFOURCHE BAYOU, Facility Carried by Structure: CANAL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 3.4m (11.2ft), Horizontal Clearance: 40.2m (131.9ft)), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 10, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 21.1 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: 16.2 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 6.68m (21.92ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: May 2019, Bridge Improvement Cost: $398,000, Total Project Cost: $597,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22929479904911, Location: 1 0003 LOG MI FROM I (Lat: 29.799611, Lng: -90.817969), Route carried "on" structure: County highway , Year Built: 1966, Status: Posted for load, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 8,324 (year 2016), Truck Traffic: 12%, Design Load: HS 20, Features Intersected: LAFOURCHE BAYOU, Facility Carried by Structure: CANAL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 3.4m (11.2ft), Horizontal Clearance: 40.2m (131.9ft)), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 10, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 21.1 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: 16.2 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 6.68m (21.92ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: May 2019, Bridge Improvement Cost: $398,000, Total Project Cost: $597,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22929479904912, Location: 0003 LOG MI FROM INT (Lat: 29.799061, Lng: -90.817939), Route carried "on" structure: County highway , Year Built: 1966, Status: Posted for load, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 7,336 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 10,500 (year 2036), Design Load: HS 20, Features Intersected: LAFOURCHE BAYOU, Facility Carried by Structure: CANAL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 3.4m (11.2ft), Horizontal Clearance: 40.2m (131.9ft)), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 10, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 21.1 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: 16.2 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 6.68m (21.92ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: May 2019, Bridge Improvement Cost: $398,000, Total Project Cost: $597,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22929479904912, Location: 0003 LOG MI FROM INT (Lat: 29.799061, Lng: -90.817939), Route carried "on" structure: County highway , Year Built: 1966, Status: Posted for load, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 7,336 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 10,500 (year 2036), Design Load: HS 20, Features Intersected: LAFOURCHE BAYOU, Facility Carried by Structure: CANAL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 3.4m (11.2ft), Horizontal Clearance: 40.2m (131.9ft)), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 10, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 21.1 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: 16.2 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 6.68m (21.92ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: May 2019, Bridge Improvement Cost: $398,000, Total Project Cost: $597,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22929490905281, Location: 0.01 MI S. OF LA 308 (Lat: 29.816600, Lng: -90.880450), Route carried "on" structure: County highway , Year Built: 2006, Status: Posted for load, Structure Length: 5.49m (18.01ft), Design Load: HS 20, Features Intersected: BAYOU LAFOURCHE, Facility Carried by Structure: ST JOHN BRIDGE
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), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.4 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22929490905281, Location: 0.01 MI S. OF LA 308 (Lat: 29.816600, Lng: -90.880450), Route carried "on" structure: County highway , Year Built: 2006, Status: Posted for load, Structure Length: 5.49m (18.01ft), Design Load: HS 20, Features Intersected: BAYOU LAFOURCHE, Facility Carried by Structure: ST JOHN BRIDGE
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), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.4 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete