Bridge Statistics for Grand Cane, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 98ft / 29.7mTotal length
- 37,000Total average daily traffic
- 6,904Total average daily truck traffic
- 22,458Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Grand Cane
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 61970-1979
- 22000-2009
- 22020-2022
- Bridge Condition - Deck
- 11.1%Very good
- 33.3%Good
- 55.6%Satisfactory
- Bridge Condition - Superstructure
- 11.1%Very good
- 33.3%Good
- 55.6%Satisfactory
- Bridge Condition - Substructure
- 11.1%Very good
- 66.7%Satisfactory
- 11.1%Fair
- 11.1%Poor
- Bridge Condition - Channel
- 36.4%Very good
- 54.5%Satisfactory
- 9.1%Fair
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Satisfactory
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Structure Number: 41600000017221, Location: 5.2 MI. N. OR US 84 (Lat: 32.068261, Lng: -93.789931), Route carried "on" structure: US 171, Year Built: 1976, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 7,000 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 2,412 (year 2036), Design Load: HS 20, Features Intersected: WALLACE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.385, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 41600000017221, Location: 5.2 MI. N. OR US 84 (Lat: 32.068261, Lng: -93.789931), Route carried "on" structure: US 171, Year Built: 1976, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 7,000 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 2,412 (year 2036), Design Load: HS 20, Features Intersected: WALLACE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.385, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 41600000017242, Location: 7.2 MI. S. OF LA 5 (Lat: 32.094500, Lng: -93.814631), Route carried "on" structure: US 171, Year Built: 1978, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 7,300 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 4,200 (year 2036), Design Load: HS 20, Features Intersected: COOK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.544, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-06-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 16 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 41600000017242, Location: 7.2 MI. S. OF LA 5 (Lat: 32.094500, Lng: -93.814631), Route carried "on" structure: US 171, Year Built: 1978, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 7,300 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 4,200 (year 2036), Design Load: HS 20, Features Intersected: COOK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.544, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-06-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 16 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4160000001725, Location: 3.2 MI. N. OF 3015 (Lat: 32.126900, Lng: -93.829519), Route carried "on" structure: US 171, Year Built: 1932, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 8,400 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 4,800 (year 2036), Design Load: H 15, Features Intersected: BAYOU GRAND CANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.788, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 51.2m (168.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than 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: 4160000001725, Location: 3.2 MI. N. OF 3015 (Lat: 32.126900, Lng: -93.829519), Route carried "on" structure: US 171, Year Built: 1932, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 8,400 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 4,800 (year 2036), Design Load: H 15, Features Intersected: BAYOU GRAND CANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.788, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 51.2m (168.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than 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: 41600000040203, Location: 7.6 MI. N. OF US 84 (Lat: 32.094419, Lng: -93.814269), Route carried "on" structure: US 171, Year Built: 2000, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 3,650 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 4,200 (year 2036), Design Load: HS 20, Features Intersected: COOK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.241, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 16 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 41600000040203, Location: 7.6 MI. N. OF US 84 (Lat: 32.094419, Lng: -93.814269), Route carried "on" structure: US 171, Year Built: 2000, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 3,650 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 4,200 (year 2036), Design Load: HS 20, Features Intersected: COOK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.241, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 16 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 41600000040213, Location: 1.6 MI. S. OF LA 3015 (Lat: 32.068350, Lng: -93.790400), Route carried "on" structure: US 171, Year Built: 2003, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 3,500 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 2,412 (year 2036), Design Load: HS 20, Features Intersected: WALLACE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.387, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-06-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 47.0 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: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 41600000040213, Location: 1.6 MI. S. OF LA 3015 (Lat: 32.068350, Lng: -93.790400), Route carried "on" structure: US 171, Year Built: 2003, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 3,500 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 2,412 (year 2036), Design Load: HS 20, Features Intersected: WALLACE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.387, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-06-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 47.0 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: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 41600000041602, Location: 0.5 MI W OF BLUNT MILL RD (Lat: 32.049789, Lng: -93.822311), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 225 (year 2021), Average Future Daily Traffic: 250 (year 2041), Design Load: Greater than HL93, Features Intersected: GRAND CANE BAYOU, Facility Carried by Structure: MOUNCE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.313, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: 7.1m (23.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.4 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 41600000041602, Location: 0.5 MI W OF BLUNT MILL RD (Lat: 32.049789, Lng: -93.822311), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 225 (year 2021), Average Future Daily Traffic: 250 (year 2041), Design Load: Greater than HL93, Features Intersected: GRAND CANE BAYOU, Facility Carried by Structure: MOUNCE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.313, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: 7.1m (23.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.4 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 41600000041603, Location: 3 MI SW OF US 171 (Lat: 32.049761, Lng: -93.821319), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 225 (year 2021), Average Future Daily Traffic: 248 (year 2041), Design Load: HL 93, Features Intersected: TRIB TO GRAND CANE BAYOU, Facility Carried by Structure: MOUNCE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.378, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: 17.7m (58.1ft)
Condition: Channel: Very 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 41600000041603, Location: 3 MI SW OF US 171 (Lat: 32.049761, Lng: -93.821319), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 225 (year 2021), Average Future Daily Traffic: 248 (year 2041), Design Load: HL 93, Features Intersected: TRIB TO GRAND CANE BAYOU, Facility Carried by Structure: MOUNCE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.378, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: 17.7m (58.1ft)
Condition: Channel: Very 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 41602970101141, Location: 1.14 MI NORTH OF US 84 (Lat: 31.989819, Lng: -94.004900), Route carried "on" structure: State highway 764, Year Built: 1974, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 2,400 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 1,440 (year 2036), Design Load: HS 20, Features Intersected: MIM SPRINGS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.801, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 41602970101141, Location: 1.14 MI NORTH OF US 84 (Lat: 31.989819, Lng: -94.004900), Route carried "on" structure: State highway 764, Year Built: 1974, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 2,400 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 1,440 (year 2036), Design Load: HS 20, Features Intersected: MIM SPRINGS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.801, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 41602980207701, Location: 7.7 MI EAST OF LA 5 (Lat: 32.086081, Lng: -93.828700), Route carried "on" structure: State highway 3015, Year Built: 1977, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 1,100 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 648 (year 2036), Design Load: HS 20, Features Intersected: BAYOU GRAND CANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.284, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 41602980207701, Location: 7.7 MI EAST OF LA 5 (Lat: 32.086081, Lng: -93.828700), Route carried "on" structure: State highway 3015, Year Built: 1977, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 1,100 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 648 (year 2036), Design Load: HS 20, Features Intersected: BAYOU GRAND CANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.284, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 41602980207751, Location: 7.75 MI EAST OF LA 5 (Lat: 32.086111, Lng: -93.827500), Route carried "on" structure: State highway 3015, Year Built: 1977, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,100 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 648 (year 2036), Design Load: HS 20, Features Intersected: BAYOU GRAND CANE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.472, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 41602980207751, Location: 7.75 MI EAST OF LA 5 (Lat: 32.086111, Lng: -93.827500), Route carried "on" structure: State highway 3015, Year Built: 1977, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,100 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 648 (year 2036), Design Load: HS 20, Features Intersected: BAYOU GRAND CANE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.472, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 41602980208361, Location: 8.36 MI EAST OF LA 5 (Lat: 32.083469, Lng: -93.817500), Route carried "on" structure: State highway 3015, Year Built: 1977, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 2,100 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 1,200 (year 2036), Design Load: HS 20, Features Intersected: COOK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.391, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 41602980208361, Location: 8.36 MI EAST OF LA 5 (Lat: 32.083469, Lng: -93.817500), Route carried "on" structure: State highway 3015, Year Built: 1977, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 2,100 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 1,200 (year 2036), Design Load: HS 20, Features Intersected: COOK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.391, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous