Bridge Statistics for Mamou, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 135ft / 41.0mTotal length
- 33,894Total average daily traffic
- 4,278Total average daily truck traffic
- 22,651Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Mamou
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21950-1959
- 51960-1969
- 31970-1979
- 21980-1989
- 21990-1999
- 32000-2009
- 12010-2019
- Bridge Condition - Deck
- 33.3%Very good
- 33.3%Good
- 33.3%Satisfactory
- Bridge Condition - Superstructure
- 33.3%Very good
- 33.3%Good
- 33.3%Satisfactory
- Bridge Condition - Substructure
- 11.1%Very good
- 55.6%Good
- 22.2%Satisfactory
- 11.1%Serious
- Bridge Condition - Channel
- 21.1%Very good
- 47.4%Good
- 26.3%Satisfactory
- 5.3%Poor
- Bridge Condition - Culverts
- 30.0%Very good
- 20.0%Good
- 40.0%Satisfactory
- 10.0%Fair
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Structure Number: 32000000030468, Location: 0.01 MI. N. OF LA 1160 (Lat: 30.641319, Lng: -92.432250), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 140 (year 2022), Average Future Daily Traffic: 154 (year 2042), Design Load: HS 20, Features Intersected: GRAND LOUIS BAYOU, Facility Carried by Structure: Fuselier Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 68.0 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: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32000000030468, Location: 0.01 MI. N. OF LA 1160 (Lat: 30.641319, Lng: -92.432250), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 140 (year 2022), Average Future Daily Traffic: 154 (year 2042), Design Load: HS 20, Features Intersected: GRAND LOUIS BAYOU, Facility Carried by Structure: Fuselier Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 68.0 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: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3200000020043, Location: 0.58 Mi E of La 13 (Lat: 30.714739, Lng: -92.418361), Route carried "on" structure: County highway , Year Built: 2009, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 176 (year 2020), Average Future Daily Traffic: 90 (year 2036), Design Load: HS 20, Features Intersected: COULEE, Facility Carried by Structure: Red Fox Ln.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 51.5 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: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other
Structure Number: 3200000020043, Location: 0.58 Mi E of La 13 (Lat: 30.714739, Lng: -92.418361), Route carried "on" structure: County highway , Year Built: 2009, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 176 (year 2020), Average Future Daily Traffic: 90 (year 2036), Design Load: HS 20, Features Intersected: COULEE, Facility Carried by Structure: Red Fox Ln.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 51.5 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: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other
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Structure Number: 32000570503641, Location: 1.9 MI NORTH OF LA 374 (Lat: 30.588839, Lng: -92.432100), Route carried "on" structure: State highway 13, Year Built: 1958, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 6,300 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 3,600 (year 2036), Design Load: HS 20, Features Intersected: BAYOU DURALDE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.905, 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: 3, Length of Maximum Span: 2.1m (6.9ft), Out-to-Out Width: 23.7m (77.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, 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: 32000570503641, Location: 1.9 MI NORTH OF LA 374 (Lat: 30.588839, Lng: -92.432100), Route carried "on" structure: State highway 13, Year Built: 1958, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 6,300 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 3,600 (year 2036), Design Load: HS 20, Features Intersected: BAYOU DURALDE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.905, 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: 3, Length of Maximum Span: 2.1m (6.9ft), Out-to-Out Width: 23.7m (77.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, 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: 32000570506881, Location: .48 MI NORTH OF LA 104 (Lat: 30.633681, Lng: -92.426600), Route carried "on" structure: State highway 13, Year Built: 1970, Status: Open, Structure Length: 0.76m (2.49ft), 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: 11.063, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 57-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 33.7 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: 25.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32000570506881, Location: .48 MI NORTH OF LA 104 (Lat: 30.633681, Lng: -92.426600), Route carried "on" structure: State highway 13, Year Built: 1970, Status: Open, Structure Length: 0.76m (2.49ft), 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: 11.063, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 57-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 33.7 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: 25.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32000570507401, Location: ,01 MI NORTH OF LA 1160 (Lat: 30.641219, Lng: -92.426800), Route carried "on" structure: State highway 13, Year Built: 1970, Status: Open, Structure Length: 1.04m (3.41ft), 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: 11.899, 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: 3, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 31.1m (102.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: 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: 32000570507401, Location: ,01 MI NORTH OF LA 1160 (Lat: 30.641219, Lng: -92.426800), Route carried "on" structure: State highway 13, Year Built: 1970, Status: Open, Structure Length: 1.04m (3.41ft), 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: 11.899, 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: 3, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 31.1m (102.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: 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: 32002000200001, Location: 3.3 MI WEST OF LA 3277 (Lat: 30.583211, Lng: -92.598500), Route carried "on" structure: State highway 104, Year Built: 1971, Status: Open, Structure Length: 14.02m (46.00ft), Average Daily Traffic: 840 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 924 (year 2036), Design Load: HS 20, Features Intersected: BAYOU NEZPIQUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 15, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32002000200001, Location: 3.3 MI WEST OF LA 3277 (Lat: 30.583211, Lng: -92.598500), Route carried "on" structure: State highway 104, Year Built: 1971, Status: Open, Structure Length: 14.02m (46.00ft), Average Daily Traffic: 840 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 924 (year 2036), Design Load: HS 20, Features Intersected: BAYOU NEZPIQUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 15, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32002020101451, Location: 1.66 Mi W of Us 167 (Lat: 30.641211, Lng: -92.395400), Route carried "on" structure: State highway 104, Year Built: 2008, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 3,700 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 2,280 (year 2036), Design Load: HS 20, Features Intersected: BEACON'S GULLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.334, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 30 degrees, 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: 1.2m (3.9ft), Out-to-Out Width: 1.3m (4.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, 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: 19.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 32002020101451, Location: 1.66 Mi W of Us 167 (Lat: 30.641211, Lng: -92.395400), Route carried "on" structure: State highway 104, Year Built: 2008, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 3,700 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 2,280 (year 2036), Design Load: HS 20, Features Intersected: BEACON'S GULLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.334, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 30 degrees, 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: 1.2m (3.9ft), Out-to-Out Width: 1.3m (4.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, 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: 19.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 32008200104501, Location: 4.5 MI EAST OF LA 3277 (Lat: 30.568219, Lng: -92.481000), Route carried "on" structure: State highway 374, Year Built: 1956, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 621 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 683 (year 2039), Design Load: H 15, Features Intersected: BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.224, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), 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: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Serious, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 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, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 32008200104501, Location: 4.5 MI EAST OF LA 3277 (Lat: 30.568219, Lng: -92.481000), Route carried "on" structure: State highway 374, Year Built: 1956, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 621 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 683 (year 2039), Design Load: H 15, Features Intersected: BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.224, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), 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: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Serious, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 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, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 32008200801141, Location: 1.14 MI EAST OF LA 104 (Lat: 30.626539, Lng: -92.400500), Route carried "on" structure: State highway 95, Year Built: 1964, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,070 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 780 (year 2036), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.820, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32008200801141, Location: 1.14 MI EAST OF LA 104 (Lat: 30.626539, Lng: -92.400500), Route carried "on" structure: State highway 95, Year Built: 1964, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,070 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 780 (year 2036), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.820, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32008200801451, Location: 1.45 MI EAST OF LA 104 (Lat: 30.622950, Lng: -92.398200), Route carried "on" structure: State highway 95, Year Built: 1965, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,070 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 780 (year 2036), Design Load: HS 20, Features Intersected: BEACONS GULLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.438, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32008200801451, Location: 1.45 MI EAST OF LA 104 (Lat: 30.622950, Lng: -92.398200), Route carried "on" structure: State highway 95, Year Built: 1965, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,070 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 780 (year 2036), Design Load: HS 20, Features Intersected: BEACONS GULLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.438, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32008200804051, Location: 4.05 MI EAST OF LA 104 (Lat: 30.594939, Lng: -92.380100), Route carried "on" structure: State highway 95, Year Built: 1964, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,070 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 780 (year 2036), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.874, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32008200804051, Location: 4.05 MI EAST OF LA 104 (Lat: 30.594939, Lng: -92.380100), Route carried "on" structure: State highway 95, Year Built: 1964, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,070 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 780 (year 2036), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.874, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32008200804521, Location: 4.52 MI EAST OF LA 104 (Lat: 30.592011, Lng: -92.373000), Route carried "on" structure: State highway 95, Year Built: 1965, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 1,070 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 780 (year 2036), Design Load: HS 20, Features Intersected: BAYOU DES CANNES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.635, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, 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: 7.4m (24.3ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Poor, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32008200804521, Location: 4.52 MI EAST OF LA 104 (Lat: 30.592011, Lng: -92.373000), Route carried "on" structure: State highway 95, Year Built: 1965, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 1,070 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 780 (year 2036), Design Load: HS 20, Features Intersected: BAYOU DES CANNES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.635, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, 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: 7.4m (24.3ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Poor, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32008200901791, Location: .5 M WEST OF LA 13 (Lat: 30.641169, Lng: -92.436600), Route carried "on" structure: State highway 1160, Year Built: 1993, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 2,600 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,860 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.894, 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: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32008200901791, Location: .5 M WEST OF LA 13 (Lat: 30.641169, Lng: -92.436600), Route carried "on" structure: State highway 1160, Year Built: 1993, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 2,600 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,860 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.894, 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: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32008202900681, Location: 0.7 MI N of LA 104 (Lat: 30.651011, Lng: -92.364100), Route carried "on" structure: State highway 1161, Year Built: 1962, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 2,600 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 1,800 (year 2036), Design Load: H 15, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.073, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 97.2 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: 74.5 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 32008202900681, Location: 0.7 MI N of LA 104 (Lat: 30.651011, Lng: -92.364100), Route carried "on" structure: State highway 1161, Year Built: 1962, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 2,600 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 1,800 (year 2036), Design Load: H 15, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.073, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 97.2 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: 74.5 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 32008204200011, Location: .01 MI NORTH OF LA 104 (Lat: 30.641211, Lng: -92.419900), Route carried "on" structure: State highway 3149, Year Built: 1932, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,910 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 1,170 (year 2036), Design Load: H 15, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.023, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 43.7 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: 33.7 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: 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, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32008204200011, Location: .01 MI NORTH OF LA 104 (Lat: 30.641211, Lng: -92.419900), Route carried "on" structure: State highway 3149, Year Built: 1932, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,910 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 1,170 (year 2036), Design Load: H 15, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.023, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 43.7 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: 33.7 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: 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, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32030367922301, Location: 0.40 Mi E of La 95 (Lat: 30.611800, Lng: -92.383261), Route carried "on" structure: County highway , Year Built: 1987, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 154 (year 2020), Average Future Daily Traffic: 78 (year 2036), Design Load: HS 20, Features Intersected: BEACONS GULLY, Facility Carried by Structure: Brangus 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: 3, 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: Satisfactory, Channel: Good, Operating Rating: 47.6 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: 36.6 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32030367922301, Location: 0.40 Mi E of La 95 (Lat: 30.611800, Lng: -92.383261), Route carried "on" structure: County highway , Year Built: 1987, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 154 (year 2020), Average Future Daily Traffic: 78 (year 2036), Design Load: HS 20, Features Intersected: BEACONS GULLY, Facility Carried by Structure: Brangus 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: 3, 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: Satisfactory, Channel: Good, Operating Rating: 47.6 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: 36.6 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32030374922231, Location: 1.25 Mi NE of La 95 (Lat: 30.622319, Lng: -92.371389), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 46 (year 2021), Average Future Daily Traffic: 51 (year 2041), Design Load: HS 20, Features Intersected: COULEE, Facility Carried by Structure: Brangus Rd
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: 11.3m (37.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 71.6 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: 68.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 32030374922231, Location: 1.25 Mi NE of La 95 (Lat: 30.622319, Lng: -92.371389), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 46 (year 2021), Average Future Daily Traffic: 51 (year 2041), Design Load: HS 20, Features Intersected: COULEE, Facility Carried by Structure: Brangus Rd
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: 11.3m (37.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 71.6 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: 68.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 32030376922181, Location: 1.0 Mi S of La 104 (Lat: 30.627181, Lng: -92.363850), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 30 (year 2021), Average Future Daily Traffic: 33 (year 2041), Design Load: HS 20, Features Intersected: COULEE, Facility Carried by Structure: Bayou Des Cannes
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: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 76.1 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: 74.5 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: 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, Inspection Date: April 2020
Structure Number: 32030376922181, Location: 1.0 Mi S of La 104 (Lat: 30.627181, Lng: -92.363850), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 30 (year 2021), Average Future Daily Traffic: 33 (year 2041), Design Load: HS 20, Features Intersected: COULEE, Facility Carried by Structure: Bayou Des Cannes
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: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 76.1 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: 74.5 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: 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, Inspection Date: April 2020
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Structure Number: 32030389922151, Location: 0.62 Mi N of La 104 (Lat: 30.650181, Lng: -92.355600), Route carried "on" structure: County highway , Year Built: 1980, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 97 (year 2020), Average Future Daily Traffic: 48 (year 2036), Design Load: HS 20, Features Intersected: PINE POINT GULLY, Facility Carried by Structure: Brook Dr.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 72.3 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: 55.7 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 32030389922151, Location: 0.62 Mi N of La 104 (Lat: 30.650181, Lng: -92.355600), Route carried "on" structure: County highway , Year Built: 1980, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 97 (year 2020), Average Future Daily Traffic: 48 (year 2036), Design Load: HS 20, Features Intersected: PINE POINT GULLY, Facility Carried by Structure: Brook Dr.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 72.3 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: 55.7 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020