Bridge Statistics for Vivian, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 138ft / 42.0mTotal length
- $2,382,000Total costs
- 12,191Total average daily traffic
- 2,752Total average daily truck traffic
- 15,622Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Vivian
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 41970-1979
- 31980-1989
- 21990-1999
- 12000-2009
- Bridge Condition - Deck
- 36.4%Good
- 45.5%Satisfactory
- 9.1%Fair
- 9.1%Serious
- Bridge Condition - Superstructure
- 45.5%Good
- 36.4%Satisfactory
- 9.1%Fair
- 9.1%Serious
- Bridge Condition - Substructure
- 18.2%Good
- 45.5%Satisfactory
- 18.2%Fair
- 18.2%Poor
- Bridge Condition - Channel
- 8.3%Very good
- 25.0%Good
- 58.3%Satisfactory
- 8.3%Fair
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Structure Number: 40900450303441, Location: 4.0 MI NORTH OF LA 170 (Lat: 32.929231, Lng: -93.993700), Route carried "on" structure: State highway 1, Year Built: 1986, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 3,000 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 3,540 (year 2036), Design Load: HS 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.737, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 45-03-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40900450303441, Location: 4.0 MI NORTH OF LA 170 (Lat: 32.929231, Lng: -93.993700), Route carried "on" structure: State highway 1, Year Built: 1986, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 3,000 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 3,540 (year 2036), Design Load: HS 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.737, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 45-03-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40900453001751, Location: 1.75 MI WEST OF LA 1 (Lat: 32.811411, Lng: -94.011200), Route carried "on" structure: State highway 2, Year Built: 1987, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,890 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 2,218 (year 2036), Design Load: HS 20, Features Intersected: HAROLD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.845, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 45-30-1, Subroute: 10), 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: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40900453001751, Location: 1.75 MI WEST OF LA 1 (Lat: 32.811411, Lng: -94.011200), Route carried "on" structure: State highway 2, Year Built: 1987, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,890 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 2,218 (year 2036), Design Load: HS 20, Features Intersected: HAROLD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.845, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 45-30-1, Subroute: 10), 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: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40900453002261, Location: 2.26 MI WEST OF LA 1 (Lat: 32.806881, Lng: -94.015900), Route carried "on" structure: State highway 2, Year Built: 1973, Status: Posted for load, Structure Length: 16.22m (53.22ft), Average Daily Traffic: 1,890 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 2,218 (year 2036), Design Load: HS 20, Features Intersected: JEEMS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.552, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 45-30-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 28, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Poor, Channel: Fair, Operating Rating: 27.2 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: 21.1 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: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 17.07m (56.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Underwater Inspection Date: June 2021, Other Special Inspection Date: January 2021, Bridge Improvement Cost: $1,466,000, Total Project Cost: $2,199,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 40900453002261, Location: 2.26 MI WEST OF LA 1 (Lat: 32.806881, Lng: -94.015900), Route carried "on" structure: State highway 2, Year Built: 1973, Status: Posted for load, Structure Length: 16.22m (53.22ft), Average Daily Traffic: 1,890 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 2,218 (year 2036), Design Load: HS 20, Features Intersected: JEEMS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.552, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 45-30-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 28, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Poor, Channel: Fair, Operating Rating: 27.2 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: 21.1 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: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 17.07m (56.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Underwater Inspection Date: June 2021, Other Special Inspection Date: January 2021, Bridge Improvement Cost: $1,466,000, Total Project Cost: $2,199,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 40900960101861, Location: 1.3 MILE EAST OF LA 1 (Lat: 32.853131, Lng: -93.971261), Route carried "on" structure: State highway 170, Year Built: 2008, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,370 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 1,581 (year 2036), Design Load: HS 20, Features Intersected: OIL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.964, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.2m (3.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 38.9 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: 31.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 40900960101861, Location: 1.3 MILE EAST OF LA 1 (Lat: 32.853131, Lng: -93.971261), Route carried "on" structure: State highway 170, Year Built: 2008, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,370 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 1,581 (year 2036), Design Load: HS 20, Features Intersected: OIL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.964, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.2m (3.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 38.9 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: 31.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 40900960103641, Location: 3.1 MI EAST OF LA 1 (Lat: 32.837969, Lng: -93.946300), Route carried "on" structure: State highway 170, Year Built: 1930, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,370 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 1,581 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.991, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 40900960103641, Location: 3.1 MI EAST OF LA 1 (Lat: 32.837969, Lng: -93.946300), Route carried "on" structure: State highway 170, Year Built: 1930, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,370 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 1,581 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.991, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 40900960103811, Location: 3.2 MI EAST OF LA 1 (Lat: 32.836319, Lng: -93.944119), Route carried "on" structure: State highway 170, Year Built: 1930, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,370 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 1,581 (year 2036), Design Load: H 15, Features Intersected: TIGER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.275, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Other Special Inspection Date: January 2021, Bridge Improvement Cost: $122,000, Total Project Cost: $183,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 40900960103811, Location: 3.2 MI EAST OF LA 1 (Lat: 32.836319, Lng: -93.944119), Route carried "on" structure: State highway 170, Year Built: 1930, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,370 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 1,581 (year 2036), Design Load: H 15, Features Intersected: TIGER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.275, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Other Special Inspection Date: January 2021, Bridge Improvement Cost: $122,000, Total Project Cost: $183,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 40908090901281, Location: 2.1 MI WEST OF LA 1 (Lat: 32.876850, Lng: -94.020900), Route carried "on" structure: State highway 170, Year Built: 1978, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 420 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 495 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.081, 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: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 40908090901281, Location: 2.1 MI WEST OF LA 1 (Lat: 32.876850, Lng: -94.020900), Route carried "on" structure: State highway 170, Year Built: 1978, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 420 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 495 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.081, 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: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 40908090901801, Location: 1.58 MI WEST OF LA 1 (Lat: 32.876911, Lng: -94.011700), Route carried "on" structure: State highway 170, Year Built: 1978, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 420 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 495 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.942, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 40908090901801, Location: 1.58 MI WEST OF LA 1 (Lat: 32.876911, Lng: -94.011700), Route carried "on" structure: State highway 170, Year Built: 1978, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 420 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 495 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.942, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 40932509940161, Location: 1.0 M WEST OF LA 1 (Lat: 32.847981, Lng: -94.027100), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 59 (year 2019), Average Future Daily Traffic: 277 (year 2036), Design Load: HS 20, Features Intersected: JEEMS BAYOU TRIB, Facility Carried by Structure: MONTEREY SCHOOL 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: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.2 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: 21.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 40932509940161, Location: 1.0 M WEST OF LA 1 (Lat: 32.847981, Lng: -94.027100), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 59 (year 2019), Average Future Daily Traffic: 277 (year 2036), Design Load: HS 20, Features Intersected: JEEMS BAYOU TRIB, Facility Carried by Structure: MONTEREY SCHOOL 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: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.2 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: 21.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 40932518940121, Location: 1.3 MI. EAST OF VIVIAN (Lat: 32.862639, Lng: -94.021431), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 59 (year 2019), Average Future Daily Traffic: 531 (year 2036), Design Load: HS 20, Features Intersected: VIV-APT RD,TRBY JAMES B., Facility Carried by Structure: Vivian Airport Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 25.9 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: 19.8 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 40932518940121, Location: 1.3 MI. EAST OF VIVIAN (Lat: 32.862639, Lng: -94.021431), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 59 (year 2019), Average Future Daily Traffic: 531 (year 2036), Design Load: HS 20, Features Intersected: VIV-APT RD,TRBY JAMES B., Facility Carried by Structure: Vivian Airport Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 25.9 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: 19.8 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 40932544935931, Location: 0.2M WEST OF LA 1 (Lat: 32.906761, Lng: -93.988089), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 38 (year 2019), Average Future Daily Traffic: 551 (year 2036), Design Load: HS 20, Features Intersected: TRIB.-BLACK BAYOU LAKE, Facility Carried by Structure: Kendrick Rd
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: 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: Good, Channel: Satisfactory, Operating Rating: 27.9 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: 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 40932544935931, Location: 0.2M WEST OF LA 1 (Lat: 32.906761, Lng: -93.988089), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 38 (year 2019), Average Future Daily Traffic: 551 (year 2036), Design Load: HS 20, Features Intersected: TRIB.-BLACK BAYOU LAKE, Facility Carried by Structure: Kendrick Rd
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: 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: Good, Channel: Satisfactory, Operating Rating: 27.9 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: 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 40932559935881, Location: 1 MI. E OF LA. HWY 1 (Lat: 32.932289, Lng: -93.980461), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 305 (year 2019), Average Future Daily Traffic: 554 (year 2036), Design Load: HS 20, Features Intersected: BLACK BAYOU LAKE, Facility Carried by Structure: Mira-Myrtis Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 16, 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: Fair, Channel: Satisfactory, Operating Rating: 30.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 40932559935881, Location: 1 MI. E OF LA. HWY 1 (Lat: 32.932289, Lng: -93.980461), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 305 (year 2019), Average Future Daily Traffic: 554 (year 2036), Design Load: HS 20, Features Intersected: BLACK BAYOU LAKE, Facility Carried by Structure: Mira-Myrtis Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 16, 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: Fair, Channel: Satisfactory, Operating Rating: 30.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous