Bridge Statistics for Reddell, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 92ft / 28.4mTotal length
- $2,111,000Total costs
- 18,332Total average daily traffic
- 2,422Total average daily truck traffic
- 15,215Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Reddell
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 21960-1969
- 11970-1979
- 31990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 50.0%Good
- 12.5%Satisfactory
- 25.0%Fair
- 12.5%Poor
- Bridge Condition - Superstructure
- 50.0%Good
- 12.5%Satisfactory
- 37.5%Fair
- Bridge Condition - Substructure
- 37.5%Good
- 37.5%Satisfactory
- 12.5%Fair
- 12.5%Serious
- Bridge Condition - Channel
- 20.0%Very good
- 70.0%Good
- 10.0%Satisfactory
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Structure Number: 32000000200206, Location: 0.27 Mi E of La 3149 (Lat: 30.652161, Lng: -92.421250), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 33 (year 2021), Average Future Daily Traffic: 36 (year 2041), Design Load: HS 20, Features Intersected: GRAND LOUIS BAYOU, Facility Carried by Structure: Gahn Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 39.9 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: 30.8 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other
Structure Number: 32000000200206, Location: 0.27 Mi E of La 3149 (Lat: 30.652161, Lng: -92.421250), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 33 (year 2021), Average Future Daily Traffic: 36 (year 2041), Design Load: HS 20, Features Intersected: GRAND LOUIS BAYOU, Facility Carried by Structure: Gahn Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 39.9 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: 30.8 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other
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Structure Number: 32000570510321, Location: .7 MI NORTH OF LA 167 (Lat: 30.683319, Lng: -92.427200), Route carried "on" structure: State highway 13, Year Built: 1970, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 5,200 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 2,880 (year 2036), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.567, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 57-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 28.5 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: 22.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32000570510321, Location: .7 MI NORTH OF LA 167 (Lat: 30.683319, Lng: -92.427200), Route carried "on" structure: State highway 13, Year Built: 1970, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 5,200 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 2,880 (year 2036), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.567, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 57-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 28.5 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: 22.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32000570602591, Location: 2.59M NORTH OF LA 10 (Lat: 30.728139, Lng: -92.428200), Route carried "on" structure: State highway 13, Year Built: 1994, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 3,368 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 3,705 (year 2039), Design Load: HS 20, Features Intersected: BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.112, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 57-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32000570602591, Location: 2.59M NORTH OF LA 10 (Lat: 30.728139, Lng: -92.428200), Route carried "on" structure: State highway 13, Year Built: 1994, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 3,368 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 3,705 (year 2039), Design Load: HS 20, Features Intersected: BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.112, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 57-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32000570602761, Location: 2.76M NORTH OF LA 10 (Lat: 30.730569, Lng: -92.428200), Route carried "on" structure: State highway 13, Year Built: 1994, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 3,368 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 3,705 (year 2039), Design Load: HS 20, Features Intersected: BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.381, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 57-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32000570602761, Location: 2.76M NORTH OF LA 10 (Lat: 30.730569, Lng: -92.428200), Route carried "on" structure: State highway 13, Year Built: 1994, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 3,368 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 3,705 (year 2039), Design Load: HS 20, Features Intersected: BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.381, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 57-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32000660610401, Location: 8.8 MI SOUTH OF LA 106 (Lat: 30.698750, Lng: -92.496800), Route carried "on" structure: State highway 10, Year Built: 1950, Status: Posted for load, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 1,550 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 972 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.678, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 66-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, 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: 19.4 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: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 7.56m (24.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $644,000, Total Project Cost: $966,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32000660610401, Location: 8.8 MI SOUTH OF LA 106 (Lat: 30.698750, Lng: -92.496800), Route carried "on" structure: State highway 10, Year Built: 1950, Status: Posted for load, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 1,550 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 972 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.678, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 66-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, 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: 19.4 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: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 7.56m (24.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $644,000, Total Project Cost: $966,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32000660610571, Location: 9.0 MI SOUTH OF LA 106 (Lat: 30.696161, Lng: -92.492831), Route carried "on" structure: State highway 10, Year Built: 1950, Status: Posted for load, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 2,087 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 2,295 (year 2039), Design Load: H 15, Features Intersected: Nezpique Bayou E. Fork
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.905, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 66-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: 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: 17.8 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: 4.63m (15.19ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $395,000, Total Project Cost: $592,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32000660610571, Location: 9.0 MI SOUTH OF LA 106 (Lat: 30.696161, Lng: -92.492831), Route carried "on" structure: State highway 10, Year Built: 1950, Status: Posted for load, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 2,087 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 2,295 (year 2039), Design Load: H 15, Features Intersected: Nezpique Bayou E. Fork
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.905, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 66-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: 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: 17.8 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: 4.63m (15.19ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $395,000, Total Project Cost: $592,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32008200900391, Location: 1.19 MI WEST OF LA 13 (Lat: 30.641161, Lng: -92.459500), Route carried "on" structure: State highway 1160, Year Built: 1963, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 2,500 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 1,440 (year 2036), Design Load: H 15, Features Intersected: BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.697, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $156,000, Total Project Cost: $234,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 32008200900391, Location: 1.19 MI WEST OF LA 13 (Lat: 30.641161, Lng: -92.459500), Route carried "on" structure: State highway 1160, Year Built: 1963, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 2,500 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 1,440 (year 2036), Design Load: H 15, Features Intersected: BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.697, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $156,000, Total Project Cost: $234,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 32008203005251, Location: 3.5 MI WEST OF LA 13 (Lat: 30.668211, Lng: -92.484800), Route carried "on" structure: State highway 376, Year Built: 1967, Status: Posted for load, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 170 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 120 (year 2036), Design Load: H 15, Features Intersected: BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.439, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Serious, Channel: Good, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, 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: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $213,000, Total Project Cost: $319,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 32008203005251, Location: 3.5 MI WEST OF LA 13 (Lat: 30.668211, Lng: -92.484800), Route carried "on" structure: State highway 376, Year Built: 1967, Status: Posted for load, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 170 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 120 (year 2036), Design Load: H 15, Features Intersected: BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.439, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Serious, Channel: Good, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, 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: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $213,000, Total Project Cost: $319,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 32030383922801, Location: 0.17 Mi S of La 1160 (Lat: 30.638550, Lng: -92.466781), Route carried "on" structure: County highway , Year Built: 1993, Status: Posted for load, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 36 (year 2021), Average Future Daily Traffic: 40 (year 2041), Design Load: HS 20, Features Intersected: GRAND LOUIS BAYOU, Facility Carried by Structure: Mike Ln.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 24.0 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: 18.5 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 32030383922801, Location: 0.17 Mi S of La 1160 (Lat: 30.638550, Lng: -92.466781), Route carried "on" structure: County highway , Year Built: 1993, Status: Posted for load, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 36 (year 2021), Average Future Daily Traffic: 40 (year 2041), Design Load: HS 20, Features Intersected: GRAND LOUIS BAYOU, Facility Carried by Structure: Mike Ln.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 24.0 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: 18.5 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 32030383922901, Location: 0.28 Mi S of La 1160 (Lat: 30.637019, Lng: -92.483700), Route carried "on" structure: County highway , Year Built: 2001, Status: Posted for load, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 20 (year 2021), Average Future Daily Traffic: 22 (year 2041), Design Load: HS 20, Features Intersected: GRAND LOUIS BAYOU, Facility Carried by Structure: Linda Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 6.5 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: 1.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, 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: > 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 32030383922901, Location: 0.28 Mi S of La 1160 (Lat: 30.637019, Lng: -92.483700), Route carried "on" structure: County highway , Year Built: 2001, Status: Posted for load, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 20 (year 2021), Average Future Daily Traffic: 22 (year 2041), Design Load: HS 20, Features Intersected: GRAND LOUIS BAYOU, Facility Carried by Structure: Linda Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 6.5 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: 1.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, 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: > 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous